|
YINGCAI HAN AND SHIN-TOWER WANG |
SEISMIC DESIGN CONSIDERING SOIL-PILE-STRUCTURE INTERACTION |
T. MATSUI , T. SAITO , R. REYNA |
STRUCTURAL PERFORMANCE OF RECTANGULAR REINFORCED CONCRETE WALLS RETROFITTED BY CARBON FIBER SHEETS |
J. MALLEY, L. ARBER |
UPCOMING CHANGES TO AISC 341 – SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS |
I. ISKHAKOV , Y. RIBAKOV |
EVALUATION OF RC DOME DYNAMIC PARAMETERS BASED ON FULL- SCALE TESTING BY VIBRATION MACHINE |
MASAYUKI YOSHIMI , TAKUMI HAYASHIDA |
VELOCITY STRUCTURE SURVEY IN BEPPU BAY BASIN, JAPAN |
S. BRUNET , J.C. DE LA LLERA , E. KAUSEL |
SEISMIC ISOLATION USING RECYCLED TIRE-RUBBER |
BRADFORD K. THOEN |
CROSS-COUPLING IN SIX-DEGREE-OF-FREEDOM SHAKE TABLES |
S.A. DIAZ , L.G. PUJADES , A.H. BARBAT , J.R. GONZÁLEZ-DRIGO D.A. HIDALGO-LEIVA |
CAPACITY PARAMETRIC MODEL AND DAMAGE INDEX FOR STEEL BUILDINGS. A PROBABILISTIC APPROACH |
R.C. Lo |
REFLECTION ON SOME 21st CENTURY EARTHQUAKES |
T. IRVINE |
A PRACTICAL METHOD FOR MODIFYING AN HISTORICAL MEASURED TIME HISTORY TO SATISFY SRS SPECIFICATIONS |
TERRY Y. P. YUEN , J. S.KUANG , V. KOBYA |
INFLUENCE OF AXIAL COMPRESSION RATIO ON DRIFT CAPACITY OF RC COLUMNS |
S. ELIAS , V. A. MATSAGAR , R. S. JANGID , AND T. K. DATTA |
DISTRIBUTED MULTIPLE TUNED MASS DAMPERS FOR SEISMIC RESPONSE CONTROL OF CHIMNEY WITH FLEXIBLE FOUNDATION |
C.-C. TSAI , H.-W. LUI |
AMPLIFICATION BEHAVIOR OF VERTICAL MOTION OBSERVED FROM DOWNHOLE ARRAYS |
M. ÇELEBI, S. F. GHAHARI, AND E. TACIROGLU |
RESPONSES OF THE CARQUINEZ, CALIFORNIA SUSPENSION BRIDGE DURING THE MW6.0 SOUTH NAPA EARTHQUAKE OF AUGUST 24, 2014 |
M. ÇELEBI , J. HOOPER , R. KLEMENCIC |
RESPONSES OF A 64-STORY UNIQUE SAN FRANCISCO, CA. BUILDING TO FOUR EARTHQUAKES AND AMBIENT MOTIONS |
A. POURALI, R. P. DHAKAL, G. A. MACRAE, A. S. TASLIGEDIK |
FULLY-FLOATING SUSPENDED CEILING SYSTEM: EXPERIMENTAL EVALUATION OF THE EFFECT OF MASS AND ELASTIC ISOLATION |
J. C. VIELMA, M. M. MULDER |
PROCEDURE FOR ASSESSING THE DISPLACEMENT DUCTILITY BASED ON SEISMIC COLLAPSE THRESHOLD AND DISSIPATED ENERGY BALANCE |
M. WIELAND |
RESERVOIR-TRIGGERED SEISMICITY AND EFFECT ON SEISMIC DESIGN CRITERIA FOR LARGE STORAGE DAM PROJECTS |
S. SENNA, A. WAKAI, K. JIN, T. MAEDA, H. MATSUYAMA, AND H. FUJIWARA |
MODELING OF THE SUBSURFACE STRUCTURE FROM THE SEISMIC BEDROCK TO THE GROUND SURFACE FOR A BROADBAND STRONG MOTION EVALUATION IN KANTO AREA, JAPAN |
P. HUBER |
SEISMIC ISOLATION OF DJAMAÂ EL DJAZÏR MOSQUE IN ALGIERS |
P. HUBER |
SEISMIC DAMPING SYSTEMS WITH TMDS FOR HIGH RISE BUILDINGS |
G.WOO |
QUANTITATIVE PROTOCOLS FOR DECISION-MAKING IN OPERATIONAL EARTHQUAKE FORECASTING |
RAHUL LESLIE , NAVEEN A P |
A STUDY ON PUSHOVER ANALYSIS USING CAPACITY SPECTRUM METHOD BASED ON EUROCODE 8 |
R. STARK , C. CRILLY |
SEISMIC DESIGN OF THE TALLEST BUILDING IN MEXICO |
J. NAPRSTEK , C. FISCHER |
PLANAR COMPRESS WAVE SCATTERING AND ENERGY DIMINUTION DUE TO RANDOM INHOMOGENEITY OF MATERIAL DENSITY |
J. PARK |
SEISMIC BEHAVIOR OF LOW-RISE URM STRUCTURES WITH GEOMETRIC VARIATION |
H. TAMAI AND K. KASAI |
DEFORMATION CAPACITY OF SHEAR PANEL STEEL DAMPER AND ITS REFLECTION TO AIJ FATIGUE DESIGN REQUIREMENTS |
Y. SHINOHARA |
ESTIMATION OF ANCHORAGE STRENGTH THROUGH BENDING SHEAR TESTS ON RC BEAMS WITH SECOND-LAYER BARS CUT OFF |
H. SAYYADPOUR , F. BEHNAMFAR |
THE NEAR-FIELD METHOD: A MODIFIED EQUIVALENT LINEAR METHOD FOR DYNAMIC SOIL-STRUCTURE INTERACTION ANALYSIS |
D.A. STORCHAK , D. DI GIACOMO , E.R. ENGDAHL , J. HARRIS |
EXTENSION OF THE ISC-GEM GLOBAL INSTRUMENTAL EARTHQUAKE CATALOGUE |
Q. X. HUANG , J S KUANG , Z. X. GUO , H. BEHNAM , Y. LIU |
DEVELOPMENT AND VALIDATION OF A SEISMIC RETROFIT SCHEME FOR REINFORCED CONCRETE BEAM-COLUMN JOINTS |
ZHANG PANPAN , WANG KEHAI , ZHU JING , HUI YINGXIN |
RESEARCH ON SEISMIC PERFORMANCE FOR SEISMIC DOUBLE-LAYER SHEAR KEY |
WANG KEHAI , ZHANG PANPAN , YANG JIANGPENG , LI CHONG |
SEISMIC DESIGN METHOD OF SMALL AND MEDIUM SPANS BRIDGE CONSIDERING BEARING FRICTION SLIPPING |
M. C. GÓMEZ SOBERÓN , C. CRUZ MARTÍNEZ |
REINFORCED OF PIERS OF A BRIDGE TYPE USING FRAGILITY CURVES |
M. INUKAI , T. AZUHATA , K. MORITA , K. NOGUCHI ,M. TANI |
OUT-OF-PLANE DYNAMIC TEST OF UNREINFORCED MASONRY WALLS RETROFITTED AND RESPONSE VALUES OF RECENT ACCELERATION RECORDS |
F. COLANGELO |
STATISTICAL LINEARIZATION OF FRAMES WITH THE BOUC-WEN MODEL AND AXIAL FORCE-BENDING MOMENT INTERACTION |
S.T. SONG , T.F. HU AND D.J. CHIOU |
VARIATION IN SEISMIC PERFORMANCE OF BRIDGES CAUSED BY RIVERBED SCOUR |
J. BEAVERS , R. JOE HUNT , AND N. UDDIN |
HIGH CONSEQUENCE LOW PROBABILITY EARTHQUAKE ISSUES |
K. HAYASHI, Y. LUO, R. NISHI, H. INAMASU, M. NAKASHIMA |
EXPERIMENTAL STUDY ON CYCLIC BEHAVIORS AND RESTORING FORCE CHARACTERISTICS OF CONCRETE FILLED STEEL TUBE COLUMNS USING ULTRA-HIGH STRENGTH STEEL |
D. SHANKER, H. PAUDYAL, H. N. SINGH |
EARTHQUAKE PRECURSOR AND FORECAST IN SOUTH CENTRAL TIBET REGION OF HIMALAYA |
K. MORITA, A. YASUNAGA, M. TAKAYAMA |
EXPERIMENTAL STUDY ON BASIC CHARACTERISTICS AND FATIGUE PROPERTIES OF LEAD DAMPER FOR SEISMIC ISOLATION SYSTEM |
P. ALEGRIA DA SILVA |
THE DELIVERY OF THE NEW CHRISTCHURCH BUS INTERCHANGE |
L. ROZAS T. , R. BOROSCHEK K. , A. TAMBURRINO T. , M. ROJAS L. |
A BIDIRECTIONAL TUNED LIQUID COLUMN DAMPER FOR REDUCING THE SEISMIC RESPONSE OF BUILDINGS |
H. NURJAMAN , L. FAIZAL , B. HARIANDJA , H. SIDJABAT , R. RIVKY , Y. PUT |
STRENGTHENING METHOD AND RELIABILITY TESTING OF PRECAST CONCRETE STRUCTURES |
DEMIN FENG , LONGJUN LIU , DONGSHENG DU , WENGUANG LIU , SHUGUANG WANG ,TAKAFUMI MIYAMA AND TIAN-CHYUAN CHAN |
A COMPARISON STUDY OF STEEL STRUCTURES DESIGN METHOD BASED ON CHINESE AND JAPANESE BUILDING CODES |
C.A. OYARZO, J.J. OLIVERA, J.L. ARRIAGADA AND V.M. PEREIRA |
NUMERICAL MODEL UPDATING OF THE UCSC-CROSS (CHILE) USING EXPERIMENTALLY EXTRACTED DATA AND BY APPLYING REGIONAL SENSITIVITY METHODS |
R. LAGESSE , M. FREE , Z. LUBKOWSKI |
PROBABILISTIC SEISMIC HAZARD ASSESSMENT FOR LIBYA |
F. DALLAIRE , X. ROBERT-VEILLETTE , J. PROULX , N. ROY |
HIGHWAY BRIDGE DAMPING EVALUATION: FORCED AND AMBIENT VIBRATION TESTING |
P.M. CALVI , D.M. RUGGIERO |
EARTHQUAKE-INDUCED FLOOR ACCELERATIONS IN BASE ISOLATED STRUCTURES |
K. SADASUE |
RESTORING FORCE CHARACTERISTICS EVALUATION FOR STEEL CONCRETE COMPOSITE COLUMNS WITHOUT COVER CONCRETE |
Y.F. REN, P. ZHANG, R.Z. WEN |
METHODS OF PROBABILISTIC TSUNAMI HAZARD ANALYSIS IN SOUTH CHINA SEA IMPACTED BY LOCAL POTENTIAL SOURCES |
BO WEN, DITAO NIU, BAO WANG |
SIMULATION ANALYSIS OF EARTHQUAKE DAMAGED REINFORCED CONCRETE BEAMS UNDER FIRE |
M. KLYACHKO, V. KAISTRENKO |
PILOT IMPLEMENTATION OF TSUNAMI DESIGN STANDARD IN RUSSIAN FAR EAST
|
M. KOLIOU, A. FILIATRAULT, D.J. KELLY, J. LAWSON |
ROOF DIAPHRAGM DISTRIBUTED YIELDING CONCEPT FOR IMPROVED SEISMIC COLLAPSE PERFORMANCE OF BUILDINGS WITH RIGID WALLS/FLEXIBLE ROOF DIAPHRAGMS |
S. PANTAZOPOULOU, S. TASTANI, G. THERMOU, T. TRIANTAFILLOU |
PERFORMANCE-BASED SEISMIC RETROFITTING OF RC STRUCTURES WITH FRPS - A BACKGROUND TO THE EUROPEAN PROVISIONS |
D.A. GRILLI, A.M. KANVINDE |
THE SEISMIC RESPONSE OF EMBEDDED COLUMN BASES – TESTS AND STRENGTH MODEL |
R. PURBA, M. BRUNEAU |
ASSESSMENT OF COLLAPSE POTENTIAL OF SPSWHAVING INFILL PLATES DESIGNED USING TWO DIFFERENT PHILOSOPHIES |
A. FURUKAWA, A. MIZUKAMI, J. KIYONO |
DAMAGE OCCURRENCE MECHANISM OF PLAIN CONCRETE PIERS FOR RAILROAD BRIDGES DURING EARTHQUKAES AND SEISMIC MEASURES |
J. RÉGNIER, H. CADET, P-Y. BARD |
IMPACT OF NON-LINEAR SOIL BEHAVIOR ON SITE RESPONSE AMPLITUDE |
N. LAOUAMI, A. SLIMANI |
SPECTRAL GROUND-MOTION PREDICTIVE MODEL FOR ALGERIA CONSIDERING SITE EFFECT BASED HVSR |
V. GRAIZER |
G-16 GROUND MOTION PREDICTION EQUATIONS FOR THE CENTRAL AND EASTERN NORTH AMERICA |
S. MANGALATHU, F. SOLEIMANI, J. JIANG, R. DESROCHES, J.E. PADGETT |
SENSITIVITY OF FRAGILITY CURVES TO PARAMETER UNCERTAINTY USING LASSO REGRESSION |
W. J. MCVITTY, M. C. CONSTANTINOU |
SEISMIC ISOLATION BOUNDING ANALYSIS: PROPERTY MODIFICATION FACTOR APPROACH OF ASCE 7-2016 AND ASCE 41-2017 |
K. KITAYAMA, H. KATAE |
SEISMIC PERFORMANCE OF REINFORCED CONCRETE CORNER BEAM-COLUMN JOINT SUBJECTED TO BI-DIRECTIONAL LATERAL CYCLIC LOADING |
K. KITAYAMA, H. KATAE |
SEISMIC PERFORMANCE OF REINFORCED CONCRETE CORNER BEAM-COLUMN JOINT SUBJECTED TO BI-DIRECTIONAL LATERAL CYCLIC LOADING |
T. UESHIMA, H. SHIOJIRIAND K. KANAZAWA |
STRUCTURAL HEALTH MONITORING OF AN AGED ARCH DAM USING LONG-TERM CONTINUOUS OBSERVATION OF AMBIENT VIBRATION/SEISMIC MOTION |
K. HATAYAMA |
TSUNAMI DAMAGE TO OIL STORAGE TANKS IN THE MW9.0 2011 TOHOKU, JAPAN EARTHQUAKE |
G L. MA, JY WEN, R Y. ZHU, Q. XIE |
SEISMIC PERFORMANCE OF A HIGH VOLTAGE TRANSFORMER-BUSHING SYSTEM |
D. PENAVA, V. SIGMUND |
OUT-OF-PLANE BEHAVIOUR OF FRAMED-MASONRY WALLS WITH OPENING AS A RESULT OF SHAKING TABLE TESTS |
P. TRILLER, M. GAMS, M. TOMAŽEVIC |
SEISMIC BEHAVIOUR OF MULTISTOREY STRENGTHENED URM MASONRY SHEAR WALLS WITH OPENINGS: AN EXPERIMENTAL STUDY |
Y. RONG, P. BIRD, D. D. JACKSON |
EARTHQUAKE POTENTIAL AND MAGNITUDE LIMITS IN SOUTHERN EUROPE |
A.KANVINDE, Q.DAHM, B. A.YOUNIS, C.GALASSO |
FATIGUE FOLLOWED BY SEISMIC FRACTURE IN HIGH-RISE STEEL MOMENT FRAMES |
M.T.A. CHAUDHARY |
SEISMIC SOIL-STRUCTURE INTERACTION IN BRIDGES: DOES THE ANSWER LIE IN SOIL OR STRUCTURE? |
S. SHIRADHONKAR, R. SINHA |
A CAPACITY-BASED SEISMIC DAMAGE INDEX FOR REINFORCED CONCRETE STRUCTURAL MEMBERS |
A.M. MWAFY, S. KHALIFA |
IMPACTS OF VERTICAL IRREGULARITY ON THE SEISMIC DESIGN OF HIGH-RISE BUILDINGS |
R.P. DHAKAL, S.K. SAHA |
LOSS OPTIMIZATION SEISMIC DESIGN (LOSD): BEYOND SEISMIC LOSS ASSESSMENT |
K. ZHONG, Y. ZHOU |
SEISMIC ISOLATION OF HIGH-RISE BUILDINGS USING THE FRICTION PENDULUM SYSTEM WITH FLUID VISCOUS DAMPERS |
A. ASHRI, A.M. MWAFY |
ASSESSMENT OF SEISMIC DESIGN COEFFICIENTS FOR DIFFERENT STRUCTURAL SYSTEMS OF BUILDINGS
|
J. EIDINGER |
FRAGILITY OF ELECTRIC POWER DISTRIBUTION SYSTEMS |
J.E.DANIELL, A.M. SCHAEFER, F. WENZEL, H-H. TSANG |
THE GLOBAL ROLE OF EARTHQUAKE FATALITIES IN DECISION-MAKING: EARTHQUAKES VERSUS OTHER CAUSES OF FATALITIES |
Y. MEHANI, A. KIBBOUA, B. CHIKH |
SEISMIC VULNERABILITY ANALYSIS OF A STRATEGIC EXISTING RC BUILDING ACCORDING TO NEW SEISMIC CODE |
F. DASHTI, R. P. DHAKAL, S. PAMPANIN |
AN EXPERIMENTAL STUDY ON OUT-OF-PLANE DEFORMATIONS OF RECTANGULAR STRUCTURAL WALLS SUBJECT TO IN-PLANE LOADING |
L.M. ANGGRAINI, S. BORJIGIN, C.W. KIM, K. SUGIURA |
SEISMIC RESPONSE ANALYSIS OF URBAN HIGHWAY VIADUCTS UNDER MULTIPLE VEHICLES SUBJECTED TO STRONG EARTHQUAKES |
X.Z. LU, C. XIONG, X.C. LIN, Z. XU, Z.B. YANG |
REGIONAL SEISMIC DAMAGE SIMULATION FOR THE BUILDINGS IN THE EPICENTER AREA OF 2014 LUDIAN EARTHQUAKE |
F. CHARNEY, D. LOPEZ-GARCIA, A. HARDYNIEC, D. UGALDE |
MODELING INHERENT DAMPING IN NONLINEAR DYNAMIC ANALYSIS |
CS. SHIM, HH. SONG, C. KOEM, S. PARK, H. KANG |
CYCLIC BEHAVIOR OF POST-EARTHQUAKE REPAIRED POST_TENSIONED PERCAST COLUMNS WITH HPFRCC |
K. SKALOMENOS, H. INAMASU, H. SHIMADA, M. KURATA, M. NAKASHIMA |
EXPERIMENTAL INVESTIGATION OF STEEL BRACES INSTALLED WITH INTENTIONAL ECCENTRICITY USING GUSSET PLATE CONNECTIONS |
V. SARDINA, C. MCCREERY, G. FRYER |
COMPILATION AND ANALYSIS OF TWO DECADES WORTH OF TSUNAMI BULLETINS ISSUED BY THE PACIFIC TSUNAMI WARNING CENTER |
K. KOBAYASHI |
SHEAR CAPACITY EVALUATION OF RC FOOTING BEAMS WITH LARGE WEB-OPENING FOR MAINTENANCE BASED ON STRESS TRANSFER MECHANISM |
V. QUAGLINI, P. DUBINI, E GANDELLI |
NUMERICAL MODELLING OF HEATING EFFECTS IN CURVED SURFACE SLIDING ISOLATORS |
P. DUBINI, V. QUAGLINI, E. GANDELLI |
EFFECTS OF PERMANENT OFFSET ON THE RESPONSE OF THE CURVED SURFACE SLIDERS |
M. BOUKRI, M. N. FARSI, A. MÉBARKI M. BELAZOUGUI, M. AIT-BELKACEM, N. YOUSFI |
RAPID EARTHQUAKE LOSS ASSESSMENT MODEL FOR ALGERIAN BUILDING CONTEXT |
E. TAPIA-HERNÁNDEZ, S.J. GARCÍA-CARRERA |
BEHAVIOR OF ECCENTRICALLY BRACED STEEL FRAMES OF REGULAR BUILDINGS IN SOFT SOILS |
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H. KIT MIYAMOTO & AMIR SJ GILANI |
DAMAGE ASSESSMENT AND SEISMIC RETROFIT OF TRADITIONAL AND MODERN MIDRISE BUILDINGS IN THE AFTERMATH OF 2015 NEPAL EARTHQUAKE |
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HK MIYAMOTO, ASJ GILANI, A WADA |
COST-EFFECTIVE SEISMIC ISOLATION RETROFIT OF HERITAGE CATHEDRALS IN HAITI |
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K. ISOBE, M. AKIYAMA, D.M. FRANGOPOL, S. KOSHIMURA |
SEISMIC AND TSUNAMI RELIABILITY ANALYSIS OF BRIDGES SUBJECTED TO THE ANTICIPATED NANKAI TROUGH EARTHQUAKE |
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P. D. VELANI, P. K. RAMANCHARLA |
NEW EMPIRICAL FORMULA FOR FUNDAMENTAL PERIOD OF TALL BUILDINGS IN INDIA BY AMBIENT VIBRATION TEST |
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T. HIRAI, N. FUKUWA |
GREEN’S FUNCTION DATABASE AND DETAILED GROUND MOTION PREDICTION FOR CENTRAL JAPAN BASED ON THE RECIPROCITY THEOREM |
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M. GOBBATO, N. SHOME, G. WOO |
THE COST-EFFECTIVENESS OF A PUBLIC CALIFORNIAN EARTHQUAKE EARLY WARNING SYSTEM |
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L. MOYA, F. YAMAZAKI, W. LIU |
BASELINE EFFECT ON THE ESTIMATION OF CRUSTAL DISPLACEMENT USING GPS KINEMATIC RELATIVE POSITIONING |
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A.V. BERGAMI, A. FORTE, D. LAVORATO, C. NUTI |
THE INCREMENTAL MODAL PUSHOVER ANALYSIS (IMPA): PROPOSAL AND APPLICATION |
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W. BAI, JW. DAI, YQ. YANG, XQ. NING |
APPLICATION OF MRTMD ON HIGH-RISE PORCELAIN CYLINDRICAL ELECTRICAL EQUIPMENT |
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Z. ZEMBATY, S. KOKOT, F. BOZZONI F. , C. G. LAI, P. BOBRA, J. KUS |
MODELING INDUCED GROUND MOTION AS A SEISMIC DESIGN STRUCTURAL LOAD |
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L. BUENDÍA, M. NIÑO, E. REINOSO |
ESTIMATION OF UNIFORM VULNERABILITY SPECTRA FOR SEISMIC DESIGN OF STRUCTURES |
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D. SOKOLI, A. LIMANTONO, W. M. GHANNOUM |
PLASTICITY SPREAD IN COLUMNS REINFORCED WITH HIGH STRENGTH STEEL |
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C. ADAM, D. KAMPENHUBER, L.F. IBARRA |
A SPECTRAL ACCELERATION BASED INTENSITY MEASURE FOR P-DELTA VULNERABLE FRAMES IN THE COLLAPSE LIMIT STATE |
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V. I. FERNANDEZ-DAVILA, E. J. MAMANI |
SEISMIC RESPONSE OF BASE-ISOLATED REINFORCED CONCRETE WATER STORAGE TANKS. I: LRB ISOLATION SYSTEM |
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Z. ZEMBATY, G. MUTKE, P. BOBRA, D. NAWROCKI |
ACQUIRING ROTATIONAL GROUND MOTION FROM TRIGGERED SEISMIC EVENTS |
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P.K. ANINTHANENI, R.P. DHAKAL, J. MARSHALL, J. BOTHARA |
SEISMIC PERFORMANCE OF BEAM-COLUMN SUB-ASSEMBLIES OF A DEMOUNTABLE PRECAST CONCRETE FRAME BUILDING |
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N. YOSHIDA |
A DOUBLE HYPERBOLIC MODEL AND PARAMETER IDENTIFICATION |
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D.S. LI, N. LIN, G.B. SONG |
NEW METHOD TO OBTAIN GROUND VELOCITY AND DISPLACEMENT FROM STRONG MOTION ACCELEROGRAM BASED ON ZERO INITIAL CONDITION |
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C-T. CHENG, W-Z. KANG |
SEISMIC PERFORMANCE OF ROCKING BASE-ISOLATED STRUCTURES SUBJECTED TO BIAXIAL EARTHQUAKE LOADS |
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Y. MARUYAMA, S. SAKAKI |
DRIVING SIMULATOR EXPERIMENT ON VEHICULAR EVACUATION DURING TSUNAMI |
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I.N. ROBERTSON, G. CHOCK |
OVERVIEW AND TECHNICAL BACKGROUND TO DEVELOPMENT OF ASCE 7-16 CHAPTER 6, TSUNAMI LOADS AND EFFECTS |
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I.N. ROBERTSON, S.A. THOMAS |
PROTOTYPE BUILDING TSUNAMI DESIGN EXAMPLES |
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T. HIRAI AND T. NAGAO |
A SIMPLE ESTIMATION METHOD OF THE PROBABILITY DISTRIBUTION OF RESIDUAL DEFORMATION OF QUAY WALLS CONSIDERING VARIATION OF EARTHQUAKE GROUND MOTION |
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L.-Y. LU, S.-Y. CHU, H.-H. WU, J.-R. CHENG |
DEVELOPMENT OF A SEMI-ACTIVE FRICTION DAMPER FOR SEISMIC STRUCTURES BY USING LEVERAGE MECHANISM |
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T. FUJIWARA, R. OHSHIMA, M. HOSOI, K. MIZUNO |
A STUDY OF THE EVALUATION METHOD FOR EMBANKMENT COLLAPSE RISK |
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T. NAGAO, A. SONE, S. NISHIMURA |
EVALUTION METHOD OF THE LIFE-CYCLE COST OF QUAY WALLS IN VIEWOF EARTHQUAKE RESISTANCE |
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Q. ZHANG, X.L. LU, B. ZHAO, D.G. WENG, Z.G. ZHOU |
SHAKING TABLE TEST AND NUMERICAL ANALYSIS OF TALL BUILDINGS USING A NEW EDDY-CURRENT TUNED MASS DAMPER |
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M. ROIK, C. PIESKER |
A CONCEPT FOR FIXING “HEAVY” FAÇADES IN SEISMIC ZONES |
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D.T.W. LOOI, R.K.L. SU |
PREDICTIVE SEISMIC SHEAR CAPACITY MODEL OF RECTANGULAR SQUAT RC SHEAR WALLS IN FLEXURAL AND SHEAR ZONES |
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ZHENG LU, DINGCHANG ZHANG, XIAOYI CHEN, XILIN LU |
AN EXPERIMENTAL INVESTIGATION INTO THE USE OF PARTICLE TUNED MASS DAMPER |
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Z. T. DEGER , F. SUTCU |
EVALUATION OF EARTHQUAKE INPUT ENERGY DISTRIBUTION IN AN RC BUILDING FOR AN ENERGY-BASED SEISMIC DESIGN APPROACH |
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S. M. H. KHALKHALI, M. HOSSEINI, A. AZIMINEJAD |
DIVIDING BUILDING’S STRUCTURE INTO 4 INTERACTIVE ROCKING PARTS TO MAKE IT REPAIRABLE AFTER MAJOR EARTHQUAKES |
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Y. YAMAZAKI, B. ÖZMEN, O. ERGÜNAY, F. KANEKO, R. MIYAZAKI |
DEVELOPMENT AND ITS DISSEMINATION OF SCHOOL DISASTER AND EMERGENCY MANAGEMENT PLAN IN THE REPUBLIC OF TURKEY |
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F. CAVALIERI, P. FRANCHIN, F. MOLLAIOLI |
SEISMIC RISK ASSESSMENT OF LIFELINES IN NEAR-FAULT AREAS |
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P. WINCKLER, I. SEPÚLVEDA, F. ARON, M. CONTRERAS-LÓPEZ, P. L.-F. LIU |
TIDE-TSUNAMI INTERACTION IN A HIGHLY ENERGETIC CHANNEL. A CASE STUDY |
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F. NEJATI, M. HOSSEINI, A. MAHMOUDZADEH |
DESIGN OF REPAIRABLE REGULAR STEEL BUILDINGS WITH SQUARE PLAN BASED ON SEESAW MOTION OF BUILDING STRUCTURE AND USING DADAS DAMPERS |
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Y. HATA, F. MINATO, T. IKEDA, Y. FUKUSHIMA, K. TOKIDA |
EVALUATION OF VELOCITY POWER SPECTRUM INTENSITY WITH VERY HIGH DENSE SPATIAL LOCATION IN RESIDENTIAL VALLEY FILLING AREA DURING A FUTURE LARGE-SCALE EARTHQUAKE
|
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Y. HONG, Y. LU, R.P. ORENSE |
EFFECTIVE STRESS SIMULATION OF LIQUEFACTION-INDUCED BUILDING SETTLEMENTS |
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E. BICICI , H. SEZEN |
MODELING OF LATERAL RESPONSE OF REINFORCED CONCRETE COLUMNS IN EXISTING BUILDINGS |
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M. PRETI, V. BOLIS |
SEISMIC RETROFIT OF EXISTING FRAME MASONRY INFILL WALLS BY MEANS OF SLIDING JOINTS |
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H. MAGISTRALE, S. A. BINSELAM |
A SITE RESPONSE MAP OF EUROPE |
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G. CIMINO, I. RICCI, G. GASPARINI, T. TROMBETTI |
SEISMIC VULNERABILITY OF BUILDING HERITAGE OF THE UNIVERSITY OF BOLOGNA: METHODOLOGY AND ANALYSIS
|
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MS. VALERIO CASTELO, P. TORRES RODAS, F. ZAREIAN, A. KANVINDE |
SEISMIC PERFORMANCE OF WEAK-BASE STRONG COLUMN STEEL MOMENT FRAMES |
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J. VARELA-RIVERA, D. NAVARRETE-MACIAS, L. FERNANDEZ-BAQUEIRO |
EXPERIMENTAL STUDY ON THE BEHAVIOR OF CONFINED MASONRY WALLS SUBJECTED TO OUT-OF-PLANE CONCENTRATED LOADS |
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G.CHOCK, I.N. ROBERTSON |
TSUNAMI DESIGN CRITERIA AND LOAD CASES OF THE ASCE 7-16 CHAPTER 6, TSUNAMI LOADS AND EFFECTS |
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CHOCK, G. |
TSUNAMI DESIGN TARGET RELIABILITIES |
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W. ROSENBLATT, DR. P. LAURSEN, P.E., DR. C. MCDANIEL, P.E., DR. G. ARCHER, P. ENG. |
STRUCTURAL DAMAGE DETECTION THROUGH FORCED VIBRATION TESTING |
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Y. CUI, X.L. LU, C. JIANG |
INVESTIGATION OF SEISMIC PERFORMANCE OF TRI-AXIAL REINFORCED CONCRETE FRAMES WITH SELF-CENTERING CAPACITY |
|---|
DAWEI LI, HESHENG TANG, JINHAI ZHAO, YU SU |
PARK-ANG DAMAGE MODEL UNCERTAINTY QUANTIFICATION USING EVIDENCE THEORY |
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S.R. UMA, V. SADASHIVA, S.L. LIN, M. NAYYERLOO |
FRAGILITY CURVES FOR NEWZEALAND BUILDINGS WITH REFLECTIONS FROM THE CANTERBURY EARTHQUAKE SEQUENCE |
|---|
J. LAWSON, D. KELLY, M. KOLIOU, A. FILIATRAULT |
AN ALTERNATIVE PROCEDURE FOR THE SEISMIC DESIGN OF BUILDINGS WITH RIGID WALLS / FLEXIBLE DIAPHRAGMS: FEMA P-1026 |
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H. CHOI, Y. SANADA, Y. NAKANO, K. MATSUKAWA |
DIAGONAL STRUT MECHANISM OF URM WALL BUILT IN RC FRAMES FOR MULTI BAYS |
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S. LI, I. JOSA, E.CAVERO |
POST EARTHQUAKE EVALUATION OF AXIAL FORCES AND BOUNDARY CONDITIONS FOR HIGH-TENSION BARS
|
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Y. YANG, K. MATSUKAWA, H. CHOI, Y. NAKANO |
RESIDUAL AXIAL LOAD CARRYING CAPACITY OF SHEAR DAMAGED RC COLUMNS |
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T. ASAI, K. MATSUKAWA, H. CHOI, Y. NAKANO |
SIMPLIFIED RESPONSE ESTIMATION METHOD OF BUILDINGS DUE TO TSUNAMI-DRIVEN SHIP IMPACT LOADS |
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W. ALWAELI, A. MWAFY, K. PILAKOUTAS, M. GUADAGNINI |
PERFORMANCE CRITERIA FOR RC HIGH-RISE WALL BUILDINGS EXPOSED TO VARIED SEISMIC SCENARIOS |
|---|
G. CAI, H. DEGÉE |
EFFECTIVE INITIAL STIFFNESS AND DEFORMATION OF RECYCLED AGGREGATE CONCRETE COLUMNS UNDER SEISMIC LOADS |
|---|
A. SHMERLING, R. LEVY, A.M. REINHORN |
A METHODOLOGY FOR SEISMIC RETROFIT USING OPTIMAL CONTROL |
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A. SHMERLING, R. LEVY |
OPTIMAL GAINS IN MASS, STIFFNESS AND ADDED DAMPING FOR SEISMIC UPGRADE OF FRAME STRUCTURES |
|---|
A. AVIRAM, A. DUTTA, R.O. HAMBURGER |
NONLINEAR MODELING OF MAT FOUNDATION DIFFERENTIAL SETTLEMENTS IN SEISMIC EVALUATION OF HIGH-RISE BUILDINGS |
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E. MORALES, A. FILIATRAULT, A. AREF |
SUSTAINABLE AND LOW COST ROOM SEISMIC ISOLATION FOR ESSENTIAL CARE UNITS OF HOSPITALS IN DEVELOPING COUNTRIES |
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N. MEZOUAR, R. BENCHARIF, S. BEDR |
CORRELATIONS BETWEEN THE MENARD PRESSUREMETER TEST AND CPT FOR SOME ALGERIAN SOILS |
|---|
D. RINALDIS, A. ZINI |
THE ROLE OF ERRORS AND UNCERTAINTIES, IN STRONG GROUND MOTION PARAMETERS, IN THE ACHIEVEMENTS OF THE EUROPEAN STRONG MOTION DATABASE AND DATABANK. |
|---|
R. SPENCE |
THE CONTRIBUTION OF POST-EARTHQUAKE FIELD RECONNAISSANCE MISSIONS TO IMPROVING SEISMIC SAFETY |
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D.A. HIDALGO-LEIVA, L.G. PUJADES, S.A. DÍAZ, A.H. BARBAT , J.R. GONZÁLEZ-DRIGO |
ORIENTATION-INDEPENDENT MEASURES OF GROUND MOTION FOR A DATABASE OF CENTRAL AMERICA |
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C. YANQUI |
GRANULAR MECHANICS OF THE SEISMIC LATERAL EARTH PRESSURE ON RIGID RETAINING WALLS |
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G. DELLA CORTE, G. SARRACCO, R. LANDOLFO |
SEISMIC RESPONSE OF COMPOUND STEEL COLUMNS WITH PARTIALLY-RESTRAINED EXPOSED BASE-PLATE CONNECTIONS |
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R. GOEL, H. GOEL |
CONVERGENCE BEHAVIOR OF SUBSTITUTE STRUCTURE METHOD IN MOTEMS |
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A. GIULIANO, M. RUBINSTEIN, O. MÖLLER, J.P. ASCHERI, M. POLIOTTI |
A METHODOLOGY FOR PRELIMINARY SEISMIC DESIGN OF STRUCTURES WITH OR WITHOUT ENERGY DISSIPATION DEVICES |
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H. MOSTAFAEI |
IMPACT OF A LOCAL FIRE ON THE RESIDUAL SEISMIC DISPLACEMENT CAPACITY OF THE ENTIRE BUILDING |
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M. JAIMES, M. NIÑO |
COST-BENEFIT ANALYSIS TO ASSESS SEISMIC MITIGATION OPTIONS, CASE STUDY: PUBLIC MEXICAN SCHOOLS BUILDINGS |
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E.M. RATHJE, C. DAWSON, J.E. PADGETT, J.-P. PINELLI, D. STANZIONE |
DESIGNSAFE: A CYBERINFRASTRUCTURE FOR THE NATURAL HAZARDS COMMUNITY |
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A.M. SALMAN, Y. LI |
MULTI-HAZARD RISK ASSESSMENT OF ELECTRIC POWER SYSTEMS SUBJECTED TO SEISMIC AND HURRICANE HAZARDS |
|---|
A. CHOPRA, F. MCKENNA |
MODELING VISCOUS DAMPING IN NONLINEAR RESPONSE HISTORY ANALYSIS OF BUILDINGS |
|---|
R. COROTIS |
UNCERTAINTY QUANTIFICATION OF SEISMIC STRUCTURAL SYSTEMS: THE ROLE OF GENERALIZED INFORMATION THEORY |
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K.E. ALLSTADT, E.M. THOMPSON, M. HEARNE, M.A. NOWICKI JESSEE, J. ZHU, D.J. WALD, H. TANYAS |
INTEGRATING LANDSLIDE AND LIQUEFACTION HAZARD AND LOSS ESTIMATES WITH EXISTING USGS REAL-TIME EARTHQUAKE INFORMATION PRODUCTS
|
|---|
A. PEREZ-IRIZARRY, G.J. PARRA - MONTESINOS |
SEISMIC BEHAVIOR OF COUPLING BEAMS CONSTRUCTED WITH VARIOUS TYPES OF STEEL FIBER REINFORCED CONCRETE |
|---|
S. TSUKUNI, I. ISHII, A. UCHIDA, M. IMAI, T. YAMAUCHI, K. OTA |
DESIGN OF GRID-WALL SOIL IMPROVEMENT TO MITIGATE SOIL LIQUEFACTION DAMAGE IN RESIDENTIAL AREAS |
|---|
H. DARAMA, A. ZEKIOGLU, S. REES, C. POPE AND R. MCGOWAN |
SEISMIC ISOLATION OF AN ASYMMETRIC STRUCTURE: TAIPEI PERFORMING ART CENTER |
|---|
H. FUJIWARA, S. KAWAI, K.XS. HAO, N. MORIKAWA, H. AZUMA |
J-SHIS - AN INTEGRATED SYSTEM FOR SHARING INFORMATION ON NATIONAL SEISMIC HAZARD MAPS FOR JAPAN
|
|---|
K. NAKANO, S. SAKAI |
THE VERIFICATION OF THE PSEUDO POINT-SOURCE MODEL THROUGH SIMULATIONS OF PAST EARTHQUAKES IN JAPAN |
|---|
K. SHIRAI, T. FUJIMORI, M. KIKUCHI |
USE OF SHAKING TABLE TESTS TO OBTAIN OPTIMAL DAMPER CHARACTERISTICS OF PASSIVE VIBRATION CONTROL STRUCTURES CONSIDERING SOIL–STRUCTURE INTERACTION
|
|---|
A. OANA, K. DAN, J. MIYAKOSHI, K. ISHIKAWA, T. FUKUSHI |
SIMULATION OF STRONG GROUND MOTIONS AT ONAGAWA, JAPAN, DURING THE 2011 OFF MIYAGI, INTRA-SLAB EARTHQUAKE BY EMPIRICAL GREEN’S FUNCTION METHOD |
|---|
Z.P. LIU, X.L. LU |
EXPERIMENTAL INVESTIGATION INTO VIBRATION CONTROL EFFECT OF PASSIVE TRACK NONLINEAR ENERGY SINK |
|---|
S.L. CHEN, Y. FU |
AN EFFICIENT THREE-DIMENSIONAL SOIL-STRUCTURE INTERACTION ANALYSIS FOR INCIDENT PLANE WAVES |
|---|
O. TSUJIHARA, T. KOTAKE, H. ITO, T. SATO, T. OKAMOTO |
DEVELOPMENT OF TSUNAMI INUNDATION SIMULATOR USING MOBILE MAPPING SYSTEM |
|---|
A. KUSAKA, H. NAKAMURA, H. FUJIWARA, H. OKANO |
BAYESIAN UPDATING OF DAMAGED BUILDING DISTRIBUTION IN POST-EARTHQUAKE ASSESSMENT |
|---|
A.TOYOOKA, O. KOUCHIYAMA, Y. IWASAKI |
DEVELOPMENT OF THE PASSIVE NEGATIVE STIFFNESS DAMPER FOR REDUCING ABSOLUTE RESPONSES OF RAILWAY STRUCTURES
|
|---|
R. DE RISI, K. GODA |
SIMULATION-BASED PROBABILISTIC TSUNAMI HAZARD ANALYSIS FOR NEAR-FIELD SEISMIC SOURCES: APPLICATION TO THE TOHOKU REGION, JAPAN |
|---|
D. KATO, T. TAKAMATSU, Y. KOMATSU |
LATERAL FORCE – STORY DRIFT RELATIONSHIP OF RC COLUMNS WITH SIDE WALLS FAILING IN FLEXURE |
|---|
A. YAMADA, T. KAMADA, S. SUZUKI |
EXPERIMENTAL STUDY OF THE STRENGTH CHARACTRISTICS AND SEISMIC RETROFITTING OF TRADITIONAL JAPANISE HANGING WALLS WITH SLITS |
|---|
T. HAMADA, T. ITOI, N. SEKIMURA |
STATISTICAL ANALYSIS OF SEISMIC MOTION BASED ON HIERARCHICAL BAYESIAN MODELS |
|---|
B. BAYHAN, G. ÖZDEMIR, P. GÜLKAN |
RESPONSE OF RC BUILDINGS WITH WEAK BEAM-COLUM JOINTS SUBJECTED TO DIFFERENT TYPES OF GROUND MOTIONS |
|---|
R. R. PARAJULI, J. KIYONO, H. YATSUMOTO |
SAFETY ANALYSIS OF VEHICLES RUNNING ON BRIDGE DURING AN EARTHQUAKE |
|---|
M. GRIGORIAN, A.S. MOGHADAM, H. MOHAMMADI |
ON ROCKING CORE-MOMENT FRAME DESIGN |
|---|
I. KONGAR, S. GIOVINAZZI, T. ROSSETTO |
SEISMIC RISK ASSESSMENT OF INTERDEPENDENT ELECTRIC POWER AND WATER SUPPLY SYSTEMS IN CHRISTCHURCH, NEW ZEALAND |
|---|
J. IZAWA, Y. MURONO |
A FUNDAMENTAL STUDY ON SOIL LABORATORY TESTING METHOD FOR NONLINEAR SEISMIC GROUND RESPONSE ANALYSIS |
|---|
R. IMAI, M. YAMADA, K. HADA, H. FUJIWARA |
A GROUND MOTION SIMULATION COUPLED WITH AN EIKONAL SOLVER AND ITS APPLICATION WITH A FORMULA USING ISOCHRONES JUMPING INTENSITY |
|---|
B. WILDING, K. BEYER |
DRIFT CAPACITY OF URM WALLS: ARE ANALYTICAL MODELS AN ALTERNATIVE TO EMPIRICAL APPROACHES? |
|---|
S. MAVROULIS, P. CARYDIS, V. ALEXOUDI, A. GRAMBAS, E. LEKKAS |
THE JANUARY-FEBRUARY 2014 CEPHALONIA (IONIAN SEA, WESTERN GREECE) EARTHQUAKES: TECTONIC AND SEISMOLOGICAL ASPECTS |
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S. MAVROULIS, V. ALEXOUDI, A. GRAMBAS, E. LEKKAS, P. CARYDIS |
THE JANUARY-FEBRUARY 2014 CEPHALONIA (IONIAN SEA, WESTERN GREECE) EARTHQUAKE SEQUENCE: DAMAGE PATTERN ON BUILDINGS |
|---|
A. R. VIJAYANARAYANAN, RUPEN GOSWAMI, C. V. R. MURTY |
ESTIMATION OF STOREY STIFFNESS IN MULTI-STOREY BUILDINGS |
|---|
X.Q. NING, J.W. DAI, D.Z. WANG, W. BAI |
SHAKING TABLE TEST OF SEISMIC BRACINGS IN PIPING SYSTEMS |
|---|
D. FÄH, L. DANCIU, C. CAUZZI, B. EDWARDS |
SELECTION OF GMPES FOR PROBABILISTIC SEISMIC HAZARD ASSESSMENT IN AREAS OF MODERATE SEISMICITY AND RESULTING EPISTEMIC UNCERTAINTIES |
|---|
SUGENG WIJANTO, I GDE WIDIADNYANA MERATI, I WAYAN SENGARA, TAKIM ANDRIONO |
BEST PRACTICES IN SEISMIC DESIGN OF TALL TO MEGA TALL BUILDING STRUCTURES IN INDONESIA |
|---|
F. MAZZA, F. ALESINA |
EFFECTS OF FIRE-DAMAGE ON THE NONLINEAR RESPONSE OF R.C. BASE-ISOLATED BUILDINGS UNDER NEAR-FAULT EARTHQUAKES |
|---|
R.H. YOON, Y. SANADA, T. AKAHORI |
ANALYTICAL SIMULATIONS ON STRUCTURAL EXPERIMENTS OF ONE-STORY ONE-BAY R/C MOMENT-RESISITING FRAMES WITH NON-STRUCTURALWALLS |
|---|
F. MAZZA, E. PEDACE, F. DEL FAVERO |
NONLINEAR DYNAMIC ANALYSIS OF IN-PLAN IRREGULAR R.C. STRUCTURES RETROFITTED WITH HYSTERETIC DAMPED BRACES |
|---|
C. S. TSAI, H. C. SU, W. C. HUANG, T. C. CHIANG |
MECHANICAL CHARACTERISTICS OF ADAPTIVE RUBBER BEARINGS |
|---|
O. ARROYO, A.B. LIEL, S. GUTIÉRREZ |
ASSESSING THE BENEFITS OF EIGENFREQUENCY OPTIMIZATION FOR DESIGNING CONCRETE MOMENT FRAME BUILDINGS |
|---|
O. ARROYO,S. GUTIÉRREZ |
A METHOD FOR IMPROVING THE SEISMIC PERFORMANCE OF RC MOMENT FRAME BUILDINGS |
|---|
H. KATO, T. NARAFU, Y. ISHIYAMA, R. ISON, J. SAKUMA, S. KITA |
COMPARISON STUDIES ON STRUCTURAL CODES - SEISMIC CODES IN SOUTH EAST ASIA |
|---|
R. INOUE, F. SAKAI, S. OMINE |
WATER TANK DAMAGE DUE TO THE 2011 EAST JAPAN EARTHQUAKE IN CONSIDERATION OF STRONG GROUND MOTION AND DESIGN CODES |
|---|
GILDA ESPINOZA, JOSÉ LUIS ALMAZÁN, DIEGO NEIRA, JOSÉ NORAMBUENA-CONTRERAS |
DAMAGE BALANCE OF ASYMMETRIC STRUCTURES WITH NONLINEAR BEHAVIOR BY MEANS OF A TUNED MASS DAMPER |
|---|
M. HOBIGER, D. FÄH, C. SCHERRER, C. MICHEL, B. DUVERNAY, J. CLINTON, C. CAUZZI, F. WEBER |
THE RENEWAL PROJECT OF THE SWISS STRONG MOTION NETWORK (SSMNET) |
|---|
L. E. FLORES, J. J. PÉREZ-GAVILÁN, S. M. ALCOCER |
DISPLACEMENT CAPACITY OF CONFINED MASONRY STRUCTURES REINFORCED WITH HORIZONTAL REINFORCEMENT: SHAKING TABLE TESTS |
|---|
Y. BAO, T. BECKER, H. HAMAGUCHI |
FAILURE OF DOUBLE FRICTION PENDULUM BEARINGS UNDER PULSE EXCITATIONS |
|---|
H. DEGÉE, J. HENRIQUES, P.O. MARTIN, I. CALDERON, A. KANYILMAZ, C.A. CASTIGLIONI |
OPTIMAL DESIGN OF CONCENTRICALLY BRACED STEEL FRAMES IN MODERATE EARTHQUAKE AREAS |
|---|
J. N. HARDISTY, J. P. MOEHLE, T. PARET, S. PUJOL |
SEISMIC PERFORMANCE OF A STRUCTURAL WALL BUILDING WITH GEOMETRIC AND REINFORCEMENT DISCONTINUITIES
|
|---|
Y. RONG, M. PAGANI, H. MAGISTRALE, G. WEATHERILL |
MODELING SEISMIC HAZARD BY INTEGRATING HISTORICAL EARTHQUAKE, FAULT, AND STRAIN RATE DATA |
|---|
J. J. PÉREZ GAVILÁN, A. PÉREZ G., L. E. FLORES, R. JEAN, J. CESIN, O. HERNÁNDEZ |
RELEVANT ASPECTS OF THE NEW MEXICO CITY’S CODE FOR THE DESIGN AND CONSTRUCTION OF MASONRY STRUCTURES |
|---|
Y. WEI, H.K. THIO, V. TITOV, G. CHOCK, H. ZHOU, L. TANG, C. MOORE |
INUNDATION MODELING TO CREATE 2,500-YEAR RETURN PERIOD TSUNAMI DESIGN ZONE MAPS FOR THE ASCE 7-16 STANDARD
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|---|
D. KALLIONTZIS, S. SRITHARAN, A. E. SCHULTZ |
IMPROVING ACCURACY OF THE SIMPLE ROCKING MODEL OF RIGID BLOCKS |
|---|
VIOLETTA NIKOLAIDOU, PATRICK LATREILLE, COLIN A. ROGERS, DIMITRIOS G. LIGNOS |
CHARACTERIZATION OF COLD-FORMED STEEL FRAMED / WOOD-SHEATHED FLOOR AND ROOF DIAPHRAGM STRUCTURES |
|---|
E. KALKAN, W. WEN |
DYNAMIC CHARACTERISTICS OF A TWENTY-STORY INSTRUMENTED BUILDING IN ANCHORAGE, ALASKA IDENTIFIED BY SEISMIC INTERFEROMETRY |
|---|
S. GARCÍA, L. ALCÁNTARA, L.F. MANJARREZ |
NEURAL-ATTENUATION LAWS FOR THE MEXICAN SUBDUCTION: AN UPDATING EFFORT |
|---|
M.D. PETERSEN, S.C. HARMSEN, C.S. MUELLER, K.M. HALLER, K.S. JAISWAL, K.S. RUKSTALES |
SENSITIVITY STUDY OF SEISMIC HAZARD AND RISK FOR THE CONTINENT OF SOUTH AMERICA |
|---|
M. PETERSEN, C. MUELLER, M. MOSCHETTI, S. HOOVER, A. LLENOS, W. ELLSWORTH, A. MICHAEL, J. RUBINSTEIN, A. MCGARR, K. RUKSTALES |
SEISMIC HAZARD FORECAST FOR 2016 AND SENSITIVITY STUDY FOR EARTHQUAKES IN THE CENTRAL AND EASTERN UNITED STATES |
|---|
A. PANCHA, J. LOUIE, S. PULLAMMANAPPALLIL |
DETAILED MEASUREMENT OF NEHRP SITE CLASSIFICATIONS THROUGHOUT LAS VEGAS VALLEY, NEVADA, FOR BUILDING CODE ENFORCEMENT BY CLARK COUNTY |
|---|
Y.J. HU, J.C. ANDERSON |
IMPROVED SEISMIC RESPONSE OF TILT-UP BUILDINGS |
|---|
Y. ISHIYAMA, H. KATO, K. NISHINO, K. IKEUCHI |
REVISION OF ISO 3010 “BASES FOR DESIGN OF STRUCTURES – SEISMIC ACTIONS ON STRUCTURES” |
|---|
KURDI, BAMBANG BUDIONO, MUSLINANG MOESTOPO, DYAH KUSUMASTUTI, M. REFAI MUSLIH |
RESIDUAL STRESS EFFECT ON LINK ELEMENT OF ECCENTRICALLY BRACED FRAME |
|---|
B. ROMÁN, K. PARI |
GUIDELINES FOR FIELD ASSESSMENT OF LIQUEFACTION HAZARD IN URBAN AREAS THROUGH GEOPHYSICAL METHODS |
|---|
J. HAMADA, T. HONDA |
CENTRIFUGE MODEL TESTS ON FAILURE BEHAVIOR OF GRID-FORM DEEP MIXING WALLS DURING LARGE EARTHQUAKE |
|---|
J. LI, H. ZHOU |
COLLAPSE ASSESSMENT OF HIGH-RISE RC STRUCTURES UNDER STOCHASTIC EARTHQUAKE EXCITATIONS
|
|---|
W. LI, T. INADA |
SEISMIC PERFORMANCE OF CFT COLUMN WITH BOXED I-SHAPED SECTION |
|---|
R. CHANDRAMOHAN, J. W. BAKER, G. G. DEIERLEIN |
PHYSICAL MECHANISMS UNDERLYING THE INFLUENCE OF GROUND MOTION DURATION ON STRUCTURAL COLLAPSE CAPACITY
|
|---|
K. MIKAMI, H. TOYOTA, S. TAKADA |
SIMILARITY LAW IN MODEL GROUND TESTS WITH FOCUS ON SHEAR MODULUS UNDER LOW CONFINING STRESS |
|---|
Y. SANADA, Y. OJIO, T. AKAHORI, Y. KIM |
STRUCTURAL PERFORMANCE EVALUATION OF R/C EXTERIOR/PARTITION FLAT WALLS MONOLITHICALLY CONSTRUCTED IN MOMENT RESISTING FRAMES |
|---|
F. MAZZA, M. MAZZA, A. VULCANO |
NONLINEAR SEISMIC RESPONSE OF IRREGULARLY MASONRY-INFILLED R.C. FRAMED BUILDINGS RETROFITTED WITH HYSTERETIC DAMPED BRACES |
|---|
F. MAZZA, M. MAZZA, A. VULCANO |
EFFECTS OF THE VERTICAL COMPONENT OF NEAR-FAULT EARTHQUAKES ON THE NONLINEAR RESPONSE OF R.C. STRUCTURES RETROFITTED BY DIFFERENT BASE-ISOLATION SYSTEMS |
|---|
M. YAMADA, S. YAGI, T. NAGAO, A. NOZU, Y. ITO |
AN EFFICIENT DETECTION METHOD OF THE PEAK FREQUENCY OF MICROTREMOR H/V SPECTRAL RATIO USING A LOW-PASS FILTER |
|---|
M. DOMANESCHI, L. MARTINELLI, G.P. CIMELLARO, A. ZAMANI |
IMMEDIATE SEISMIC RESILIENCE OF A CONTROLLED CABLE-STAYED BRIDGE |
|---|
S. S. GOUD , P. K. RAMANCHARLA |
DESIGN AMPLIFICATION FACTOR FOR OPEN GROUND STOREY RC STRUCTURE WITH INFILL OPENINGS IN UPPER STOREYS |
|---|
H. AHMED, X. ROMÃO |
FINITE ELEMENT MICRO-MODELLING AS A PROXY FOR EXPERIMENTAL TESTS ON MASONRY-INFILLED RC FRAMES |
|---|
G. TORRISI, F. CRISAFULLI |
COMPUTATIONAL IMPLEMENTATION OF AN IMPROVED MASONRY PANEL ELEMENT |
|---|
H. HASAN, H. A. LODHI, R. J. LEVEQUE, S. H. LODI, S. AHMED |
ASSESSING TSUNAMI RISK TO KARACHI PORT THROUGH 1 SIMULATION OF CURRENTS THAT WERE REPORTEDLY PRODUCED 2 THERE BY THE 1945 MAKRAN TSUNAMI |
|---|
N. MOJSILOVIC |
NEW SEISMIC DESIGN PROVISIONS IN THE SWISS STRUCTURAL MASONRY CODE |
|---|
G. BERNAGOZZI, L. LANDI, P.P. DIOTALLEVI |
ON THE APPLICATION OF OUTPUT-ONLY MODAL IDENTIFICATION TO BASE EXCITED FRAME STRUCTURES |
|---|
G. CORTÉS, G.S. PRINZ |
SEISMIC FRAGILITY ANALYSIS FOR UNANCHORED TANKS CONSIDERING SHELL BUCKLING |
|---|
J. A. RAMIREZ |
THE GEORGE E. BROWN JR. NETWORK FOR EARTHQUAKE ENGINEERING SIMULATION (NEES)- 10 YEARS OF TESTING EXPERIENCE |
|---|
C. URZÚA, R. HERRERA |
COMPARISON OF THE SEISMIC BEHAVIOUR OF TWO INDUSTRIAL STEEL STRUCTURES DESIGNED IN ACCORDANCE WITH CHILEAN PRACTICES AND AISC REQUIREMENTS |
|---|
A. MENDO, V.I. FERNANDEZ-DAVILA |
BASES FOR STANDARD OF ANALYSIS AND DESIGN OF BASE ISOLATION SYSTEM FOR BUILDINGS IN PERU |
|---|
R. ARANGUIZ |
SIMULATION OF A BASAL SOLICITATION, GENERATED FROM SAWTOOTH FUNCTION AND ITS EVOLUTION OVER THE STRUCTURE |
|---|
S. AOI, N. YAMAMOTO, W. SUZUKI, K. HIRATA, T. KUNUGI, H. NAKAMURA, T. KUBO, T. MAEDA, S. SUZUKI |
REAL-TIME TSUNAMI INUNDATION FORECAST SYSTEM USING S-NET DATA |
|---|
FALAMARZ-SHEIKHABADI |
NEW SEISMIC INTENSITY PARAMETERS FOR ROTATIONAL COMPONENTS |
|---|
N. XIANG, J. LI, Y XU, H TANG |
SHAKE-TABLE TESTS OF A BRIDGE MODEL WITH DIFFERENT TRANSVERSE UNSEATING-PREVENTION DEVICES |
|---|
T. NAKACHI |
EFFECT OF HORIZONTAL TIED REBARS ON PRECAST REINFORCED CONCRETE CORE WALLS |
|---|
Q.Z. LIU, H.J. JIANG |
STUDY ON A NEW TYPE OF EARTHQUAKE RESILIENT SHEAR WALL |
|---|
H. NURJAMAN, L. FAIZAL, G. SOEPRAPTO, R. RIVKY, Y. PUT, B. HARIANDJA, J. RESTREPO, H. SIDJABAT, S.WIJANTO |
RESEARCH, DESIGN AND APPLICATION OF HIGH PERFORMANCE EARTHQUAKE RESISTANT PRECAST STRUCTURE IN INDONESIA |
|---|
A. RAD, G. MACRAE |
DYNAMICALLY STRAIGHTENING OF LOW-DAMAGE STEEL BUILDINGS AFTER EARTHQUAKE
|
|---|
Y. DING, Y. PENG, J.LI |
PHYSICALLY BASED PHASE SEPCTRUM AND SIMULATION OF STRONG EARTHQUAKE GROUND MOTIONS |
|---|
ZIQI WANG, ZHISHAN LI, MARCO BROCCARDO |
NONLINEAR STOCHASTIC DYNAMIC ANALYSIS OF SEISMICALLY ISOLATED STRUCTURES USING TAIL-EQUIVALENT LINEARIZATION METHOD |
|---|
A.O. ATES, E. TORE, S. KHOSHKHOLGHI, A. ILKI |
SPRAYED TEXTILE REINFORCED GFRC FOR RETROFITTING OF SUB-STANDARD NON-CIRCULAR CONCRETE COLUMNS |
|---|
A. INOUE, M. R. ISLAM, M. S. RAHMAN, N. MATSUMURA |
SEISMIC DEFORMABILITY OF EXISTING RC BUILDINGS IN DHAKA BANGLADESH, THROUGH THE BASIC EXPERIMENT |
|---|
K. KHY, C. CHINTANAPAKDEE |
SEISMIC SHEAR DEMANDS OF RC CORE WALLS FOR DESIGN OF TALL BUILDINGS IN THAILAND |
|---|
C. DAVIS, J. HU |
EVALUATING AND QUANTIFYING CASE STUDIES OF LIQUEFACTION-INDUCED FLOODING FROM CANTERBURY EARTHQUAKE SEQUENCE |
|---|
A. STROM |
ACTIVE FAULTS AT STRUCTURE'S FOUNDATIONS: DEFINITION AND ITS INFLUENCE ON HAZARD ASSESSMENT |
|---|
D. FORCELLINI, C. MORANDINI, M. BETTI, L. FACCHINI |
A SEISMIC ASSESSMENT AND PROTECTION PROPOSAL OF A BASE ISOLATION SYSTEM FOR MICHELANGELO’S DAVID |
|---|
K. KUSUNOKI |
RESPONSE EVALUATION OF A BASE-ISOLATED BUILDING WITH MEASURED ACCELERATIONS DURING TOHOKU EARTHQUAKE |
|---|
A. SOYSA, D. WIJEWICKREME |
COMPARISON OF CYCLIC SHEAR RESPONSE OF THREE NATURAL FINE-GRAINED SOILS HAVING DIFFERENT PLASTICITY
|
|---|
A. INOUE, M. R. ISLAM, Y. NAKAJIMA |
SUGGESTED MODIFICATION OF JAPANESE SEISMIC EVALUATION AND RETROFIT FOR RC BUILDINGS FOR ITS APPLICATION IN BANGLADESH |
|---|
M. MELEK, T. KANG |
USE OF HIGH PERFORMANCE REINFORCED CONCRETE SYSTEMS LOCATED IN SEISMIC REGIONS |
|---|
M.M. KASHANI, C. MÁLAGA-CHUQUITAYPE, S. YANG, N.A. ALEXANDER, A.J. CREWE |
IMPACT OF MATERIAL CYCLIC DEGRADATION ON NONLINEAR DYNAMIC RESPONSE OF RC BRIDGE PIERS |
|---|
A. KAGERMANOV, P. CERESA |
NEW CYCLIC TENSILE MODEL FOR TWO-DIMENSIONAL FINITE ELEMENT ANALYSIS OF RC MEMBERS |
|---|
AJOY PAUL, MOHAMMAD JAHANGIR ALAM |
EFFECT OF FOUNDATION SOIL STIFFNESS ON DYNAMIC BEHAVIOR OF RC FRAME BUILDING |
|---|
M. SEKI, M. R. ISLAM, J. MATSUO, Y. NAKAJIMA |
A PROPOZAL ON THE ADVANCED SIMPLIFIED STRUCTURAL EVALUATION METHOD FOR EXISTING BUILDINGS IN BANGLADESH |
|---|
F. SUTCU, A. BAL, K. FUJISHITA, O. C. CELIK, T. TAKEUCHI, R. MATSUI,
M. TERASHIMA , Y. MAEDA |
NEAR FULL-SCALE EXPERIMENTAL INVESTIGATION OF LOW-STANDARD RC FRAMES RETROFITTED WITH BUCKLING RESTRAINED BRACES |
|---|
J. HERNÁNDEZ, C. RAMÍREZ, M. LÓPEZ |
EFFECTS OF SUCCESSIVE EARTHQUAKES ON SEISMIC RESPONSE ON REINFORCED CONCRETE BUILDINGS IN EL SALVADOR |
|---|
M. REMKI, F. KEHILA, A. KIBBOUA |
ANALYTICALLY DERIVED FRAGILITY CURVES AND DAMAGE ASSESSMENT OF MASONRY BUILDINGS |
|---|
A. TERÁN GILMORE, S. ROESLIN, A. QUIROZ RAMÍREZ, E. CUADROS HIPÓLITO, J. OLIVERA GONZÁLEZ |
DISPLACEMENT-BASED PRELIMINARY DESIGN OF DIAGRID SYSTEMS |
|---|
M. A. BAPTISTA, A. C. YALCINER, M. CANALS, M. MIRANDA |
RECENT ADVANCES IN TSUNAMI RESEARCH IN THE NEAM REGION |
|---|
N. IMURA, T. ISHIKAWA |
PROPOSAL FOR TEACHING MATERIALS FOR PRESCHOOL AND ELEMENTARY SCHOOL BASED ON JAPANESE AND TOKYO GOVERNMENT’S DISASTER SAFETY EDUCATIONAL PROGRAMS |
|---|
N. KURATA |
DEVELOPMENT OF SENSOR MODULE FOR SEISMIC AND STRUCTURAL MONITORING WITH A CHIP-SCALE ATOMIC CLOCK |
|---|
D.V. TO, J.P. MOEHLE |
SEISMIC PERFORMANCE OF BEAMS WITH HIGH-STRENGTH REINFORCEMENT |
|---|
L. M. WOTHERSPOON, B. R. COX, K. H. STOKOE II, D. J. ASHFIELD, R. A. PHILLIPS |
ASSESSMENT OF THE DEGREE OF SOIL STIFFENING FROM STONE COLUMN INSTALLATION USING DIRECT PUSH CROSSHOLE TESTING |
|---|
S. BURGER , M. EGGER, J. A. BACHMANN, M. F. VASSILIOU, B. STOJADINOVIC |
BEHAVIOR OF INVERTED PENDULUM CYLINDRICAL STRUCTURES THAT ROCK AND WOBBLE DURING EARTHQUAKES |
|---|
G. ABBIATI, R. SCHÖBI, B. SUDRET, B. STOJADINOVIC |
STRUCTURAL RELIABILITY ANALYSIS USING DETERMINISTIC HYBRID SIMULATIONS AND ADAPTIVE KRIGING METAMODELING |
|---|
T. TAKEUCHI, R. MATSUI, B. SITLER, G. MACRAE |
STATE-OF-ART STABILITY ASSESSMENT OF BUCKLING-RESTRAINED BRACES INCLUDING CONNECTIONS |
|---|
J. IYAMA |
PROBABILISTIC STUDY ON THE RELATIONSHIP BETWEEN THE RESIDUAL DEFORMATION AND THE ACCUMULATED PLASTIC DEFORMATION BY AN EARTHQUAKE |
|---|
A. MALEK, A. SCOTT, S. PAMPANIN, G. A. MACRAE |
DAMAGE EVALUATION AND RESIDUAL CAPACITY OF CONCRETE IN DAMAGED RC COLUMNS |
|---|
R. ŽARNIC, V. RAJCIC |
LAMINATED GLASS - TIMBER PANEL AS A DISSIPATIVE BRACING STRUCTURAL COMPONENT FOR EXISTING FRAME STRUCTURES |
|---|
S. WANG, S. MAHIN, M. SCHOETTLER, J-W. LAI |
SEISMIC RETROFIT OF EXISTING HIGH-RISE BUILDINGS WITH SUPPLEMENTAL ENERGY DISSIPATION DEVICES |
|---|
D. J. WALD, K. LIN, C.A. KIRCHER, K. JAISWAL, N. LUCO, L. TURNER, D. SLOSKY |
DEVELOPMENT AND UTILIZATION OF USGS SHAKECAST FOR RAPID POST-EARTHQUAKE ASSESSMENT OF CRITICAL FACILITIES AND INFRASTRUCTURE |
|---|
D. ASIMAKI, E. M. THOMPSON, S. RAJAURE, S. E. HOUGH, P. AMPUERO, S. MARTIN |
SOURCE, BASIN, AND SITE EFFECTS IN STRONG MOTION RECORDS OF THE 2015 GORKHA EARTHQUAKE |
|---|
BAO-DONG LIU,HAIWANG ,WEN-ZHANG FENG |
RESEARCH ON SEISMIC PERFORMANCE OF CONTINUOUS RIGID-FRAME BRIDGE WITH CORRUGATED STEEL WEBS |
|---|
T. ABE, T. HIWATASHI, M. KUBOTA, Y. TAKASE, K. KATORI |
FORMULA FOR SHEAR STRENGTH OF CYLINDRICAL SHEAR-KEY APPLIED SEISMIC RETROFITTING
|
|---|
F. SÁNCHEZ-FLORES |
USE OF BASE ISOLATION AND SUPPLEMENTAL DAMPERS FOR SUSTAINABLE STRUCTURAL DESIGN OF BUILDINGS |
|---|
T. KITANO, S. FUJITA, H. OGURA, A. SUGANUMA |
NUMERICAL STUDIES OF THE EFFECT OF SLOPE FAILURE ON A BURIED PIPELINE BY A HYBRID ANALYSIS USING SPH AND FEM |
|---|
K. SUGIMOTO, H. KATSUMATA, Y. MASUDA, K. NISHIMURA, T. MATSUMORI, M. NISHIYAMA |
SHAKING TABLE TEST OF 6-STORY WALL FRAME BUILDING TO INVESTIGATE COLLAPSE PROCESS OF RC BUILDINGS |
|---|
H. TSUJI, M. KANECHIKA, Y. MIHARA, K. ISHIKI |
ANALYTICAL STUDY ON FRAGILITY EVALUATION AGAINST FAULT DISPLACEMENT FOR NUCLEAR POWER PLANT BUILDINGS |
|---|
H. INAMASU, K.A. SKALOMENOS, P.C. HSIAO, K. HAYASHI, M. KURATA, M. NAKASHIMA |
EXPERIMENTAL INVESTIGATION OF BOLT-CONFIGURED NATURALLY BUCKLING BRACE WITH GUSSET PLATE CONNECTION |
|---|
X. ZENG, X.Z. LU, T.Y. YANG, Z. XU, Y. TIAN |
APPLICATION OF THE FEMA P-58 METHODOLOGY TO PREDICT EARTHQUAKE LOSS OF A REGION AREA |
|---|
A. TASAI, N. UNO, K. KUSUNOKI, K. SUGIMOTO |
AN EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE AND FAILURE MODE AT THE END OF RC BEAMS WITH NON-STRUCTURAL WALL HAVING STRUCTURAL GAPS |
|---|
J. WU, J. BAKER |
END-TO-END SIMULATION AND ANALYSIS FRAMEWORK FOR EFFICIENT SEISMIC RETROFITTING OF WATER SYSTEMS |
|---|
ZHONGMING. JIANG, JIE. LI |
A NEW RELIABILITY METHOD COMBINING KRIGING AND PROBABILITY DENSITY EVOLUTION METHOD |
|---|
J-S. LEE, G-D. NOH, M-T. YOO |
NUMERICAL SIMULATION OF THE SEISMIC RESPONSE OF CAISSON QUAY WALLS ON LIQUEFIABLE SOIL |
|---|
M. YOSHIDA, M. MIYAJIMA, S. MIWA, A. NUMATA |
STUDY ON LIQUEFACTION COUNTERMEASURE TECHNIQUE BY USING LOGS WITH DRAINAGE FUNCTION FOR RESIDENTIAL HOUSES |
|---|
T.SAKAGUCHI, T.YANAGI, S.OSADA, A.MATSUSHITA, T.OISHI, K.NISHIZAWA |
TOKAI EARTHQUAKE PREPAREDNESS PROGRAM “TOKAI-ZERO” IN SHIZUOKA PREFECTURE, JAPAN(PART 2 RECENT CHALLENGES IN PROMOTING SEISMIC RETROFIT PROGRAM) |
|---|
Y. SERIKAWA, M. YOSHIDA, M. MIYAJIMA |
STUDY ON LIQUEFACTION COUNTERMEASURE TECHNIQUE FOR EXISTING RESIDENTIAL HOUSES |
|---|
M. MIYAJIMA, N. IWAMOTO |
EFFECTS OF TSUNAMI ON WATER SUPPLY NETWORK IN CASE OF THE 2011 TOHOKU EARTHQUAKE IN JAPAN |
|---|
F. ZHANG, S. LI, J.Q. WANG |
EFFECTS OF ARTIFICIAL PULSE-TYPE GROUND MOTIONS ON SUPER-SPAN CABLE-STAYED BRIDGE SYSTEMS |
|---|
H. GOTO, N. TANAKA, S. SAWADA, H. INATANI |
S-WAVE IMPEDANCE MEASUREMENTS OF THE UPPERMOST MATERIAL IN SURFACE GROUND LAYERS |
|---|
T. YANAGI, Y. NAKANO, J. SAKUTA, S. MOCHIZUKI, T. SAKAGUCHI |
TSUNAMI SAFETY EVALUATION OF PUBLIC BUILDINGS IN SHIZUOKA PREFECTURE, JAPAN |
|---|
RUI SUN, JIUQI ZHANG, XIAOMING YUAN, BAORONG HUANG |
THEORETICAL SOLUTION TO LIQUEFACTION-INDUCED CHANGE OF SITE PREDOMINANT PERIOD |
|---|
M. MASHAL, A. PALERMO |
EXPERIMENTAL TESTING OF EMULATIVE AND POST-TENSIONED EARTHQUAKE DAMAGE RESISTANT TECHNOLOGIES FOR ACCELERATED BRIDGE CONSTRUCTION |
|---|
L. G. QUIROZ, Y. MARUYAMA, C. ZAVALA |
EXPERIMENTAL ASSESSMENT OF THE CYCLIC BEHAVIOR OF PERUVIAN CONFINED MASONRY WALLS AND NUMERICAL MODELING USING GENETIC ALGORITHMS |
|---|
K. JIN, S. SONG, K. KITAYAMA, K. KANEMOTO |
SEISMIC PERFORMANCE OF PRECAST PRESTRESSED CONCRETE FRAME ASSEMBLED BY UNBONDED TENDON WITH CAST-IN-PLACE RC SLAB |
|---|
L. G. QUIROZ, Y. MARUYAMA |
SEISMIC ASSESSMENT OF PERUVIAN CONFINED MASONRY DWELLINGS USING FRAGILITY FUNCTIONS |
|---|
R.S. LIU, L.X.JIANG, Z.J.ZHANG, M.P.XIONG |
STUDY ON SEISMIC ECONOMIC LOSS RAPID ASSESSMENT METHOD OF TRANSFORMER SUBSTATION |
|---|
H. FUKAWA, E. KOHAMA, R. TERADA |
MODEL TESTING AND NUMERICAL ANALYSIS OF A METHOD FOR EVALUATION OF COASTAL PARAPET LEVEES’ SEISMIC COEFFICIENTS CONSIDERING THEIR DYNAMIC CHARACTERISTICS |
|---|
Y.P. DHAKAL, W. SUZUKI, T. KUNUGI, S. AOI |
SITE AMPLIFICATIONS AT THE OCEAN BOTTOM SEISMOGRAPH SITES IN THE SAGAMI BAY AREA, JAPAN |
|---|
T. SAEKI, J. KIYONO |
INVESTIGATION OF THE GASOLINE SUPPLY PROBLEM IN THE GREAT EAST JAPAN EARTHQUAKE AND APPLICATION TO FUTURE EARTHQUAKES |
|---|
ZELIN CAO, XIAXIN TAO |
DIRECTION-DEPENDENT ANALYSIS OF PARAMETERS FOR STOCHASTIC SYNTHESIS OF VERTICAL GROUND MOTION |
|---|
I WAYAN SENGARA, INDRA D. SIDI, WIDIADNYANA MERATI, ANDRI MULIA |
SENSITIVITY ANALYSIS ON SEISMIC RISK-COEFFICIENTS FOR INPUT TO INDONESIAN EARTHQUAKE RESISTANCE BUILDING CODE |
|---|
M. BURGOS |
INFLUENCE OF LAYOUT OF FLUID VISCOUS DAMPERS IN THEIR EFFECTIVENESS FOR SEISMIC PROTECTION OF BUILDINGS |
|---|
G.Y. XU, M.T. GAO, W.L. HUAN, S.Y. WANG, S. DEMBEREL |
STUDY ON SEISMIC ZONING OF CHINA-MONGOLIA ARC AREAS |
|---|
G. SARGSYAN, G. CAI, T. TAKEUCHI, Y. SUN |
SEISMIC BEHAVIOR AND ASSESSMENT OF DRIFT-HARDENING CONCRETE COLUMNS |
|---|
K. TAJIMA, R. SATOH, S. UCHINO, K. NAGANUMA, N. SHIRAI |
SEISMIC RETROFITTING EFFECTS OF STEEL BRACE ON CAPACITY OF SHEAR-CRITICAL RC FRAME USING ROUND BARS |
|---|
SH OH, JS JEON |
A STUDY ON OPTIMUM DISTRIBUTION OF STORY SHEAR FORCE COEFFICIENT FOR SEISMIC DESIGN OF MULTI-STORY STRUCTURE |
|---|
I. NAGASHIMA, R. MASEKI |
STUDY ON FEED-FORWARD CONTROL OF BASE-ISOLATED BUILDINGS USING SEISMIC INPUT MOTIONS |
|---|
C. HE, Q. XIE, G.L. MA |
SHAKE TABLE TESTS ON 1100 KV GIS BUSHING-SUPPORT FRAME SYSTEMS |
|---|
S. MIDORIKAWA, Y. NOGI, H. MIURA |
PRELIMINARY EVALUATION OF SITE AMPLIFICATION FROM STRONG MOTION RECORDS OF THE 2011 TOHOKU, JAPAN EARTHQUAKE |
|---|
L. JAHNEL, E. COLE |
DESIGN APPROACH FOR FRICTION SPRING DAMPERS IN STEEL FRAMED BUILDINGS. EXPERIENCES FROM CHRISTCHURCH / NZ. |
|---|
H. KINUGASA, T. MUKAI |
DAMAGE INDEX FOR PERFORMANCE EVALUATION OF FUNCTIONAL MAINTENANCE AFTER EARTHQUAKES |
|---|
S. HAMASAKI, K. IIYAMA, H. MITSUNAGA, H. MORIKAWA |
A METHOD FOR MODAL IDENTIFICATION OF EXISTING STRUCTURES USING MICROTREMORS |
|---|
R. E. SEDGH, R. P. DHAKAL, A. CARR, C. L. LEE |
WALL-SLAB-GRAVITY COLUMNS INTERACTION IN MULTI-STOREY SHEAR WALL BUILDINGS |
|---|
M. MATSUOKA, H. KAWANO, T. SATOH, H. SUZUKI, I. SATO, J. MIURA |
3D MODEL RECONSTRUCTION USING AERIAL PHOTOS AND APPLICATION TO DETECTION OF BUILDINGS DAMAGED DUE TO EARTHQUAKES |
|---|
A.S. SHEGAY, C.J. MOTTER, R.S. HENRY, K.J. ELWOOD |
MODELLING OF RC WALLS WITH DUCTILE DETAILING SUBJECTED TO HIGH AXIAL LOADS |
|---|
A. KONDO, E. KOHAMA |
EFFECTS OF GRADING SHAPE ON LIQUEFACTION FOCUSING PORE STRUCTURES AND PERCOLATION |
|---|
A. BHALKIKAR, P. RAMANCHARLA |
DEFINING VULNERABILITY SCORE MODIFIERS FOR PARAMETERS THAT AFFECT RAPID VISUAL SURVEY SCORE: A NUMERICAL STUDY |
|---|
A. YAMAMOTO, Y. INAGAKI, Y. OKAMOTO, A. WAKAI |
SLOPE FAILURE ASSESSMENT BY 3D RESPONSE ANALYSIS TECHNIQUES IN SEISMIC MICROZONATION |
|---|
T. FUJINAGA, Y. SUN |
STRUCTURAL PERFORMANCE OF DAMAGED OPEN-WEB TYPE SRC BEAM-COLUMNS WITH BOLT-CONNECTED BATTEN STEEL PLATES AFTER RETROFITTING
|
|---|
K. MOTOKI, T. WATANABE, K. KATO, K. TAKESUE, H. YAMANAKA, M. IIBA, S. KOYAMA |
A PROPOSAL OF A PROXY TO REPRESENT AN IRREGULARITY OF SEDIMENT INTERFACES USING MOBILE MICROTREMOR MEASUREMENTS |
|---|
T. HART, J. PAZDON, L. BLAISDELL, E. HAUSLER STRAND |
CASE STUDY: DESIGN AND CONSTRUCTION OF CONFINED MASONRY HOMES IN INDONESIA |
|---|
I. CHAN, Y. KOETAKA, K. SUITA |
EFFECTS OF INPUT DIRECTION OF GROUND MOTION AND COLUMN OVERDESIGN FACTOR ON SEISMIC RESPONSE OF 3D STEEL MOMENT FRAMES |
|---|
I. VLAD |
THE COLLAPSE OF NEW RC BUILDINGS DURING THE MARCH 4, 1977 VRANCEA EARTHQUAKE |
|---|
D. WANG, ZL. FAN |
CROSS EVOLUTIONARY POWER SPECTRA ESTIMATION OF SPATIALLY VARIABLE SEISMIC GROUND MOTIONS VIA HARMONIC WAVELETS |
|---|
S. KISHIDA, K. ITO, T. OBARA |
SEISMIC PERFORMANCE EVALUATION OF REINFORCED CONCRETE PILE-CAP WITH A PILE, EXTERIOR COLUMN AND FOUNDATION BEAM
|
|---|
K. TAKASHIMA, S. NAKATA, R. NAKAMURA, H. IIDA, T. HANAI , A. TASAI |
EXPERIMENTAL STUDY ON MASONRY WALLS USING AAC BLOCKS |
|---|
ZHOU ZHENGLONG, CHEN GUOXING, XU LINGYU, ZHAO KAI |
EFFECT OF THE PRINCIPAL STRESS DIRECTION ON UNDRAINED CYCLIC BEHAVIOUR OF SATURATED SILT USING A HOLLOW CYLINDER APPARATUS |
|---|
H. HAZARIKA, T. HARA, B. CHAUDHARY, N. MONJI, K. NISHIMURA, N. YAMASAKI, K. KASAMA |
SEISMIC RESISTANCE OF BREAKWATER FOUNDATION REINFORCED BY STEEL SHEET PILE AND GABION - EVALUATION THROUGH MODEL SHAKING TABLE TEST |
|---|
Y. TAJIMA, S. KISHIDA, Z. TOMIYAMA |
SHEAR BEHAVIOR OF UNBONDED PRECAST PRESTRESSED CONCRETE
BEAM-COLUMN JOINTS CAUSED VOLUME LOSS IN JOINT PANEL BY
SHEATH TUBES
|
|---|
Y. KAWASAKI, N. TERAMURA, K. IZUNO |
DAMAGE EVALUATION OF ANTI-SEISMIC RUBBER BEARING USING ACOUSTIC EMISSION |
|---|
K. KANEDA, Y. SHIGENO, T. SUZUKI, S. NAKAMURA, T. SHIGENO, T. TOJO,
N. NAKAMURA, Y. KAWAMATA |
NUMERICAL SIMULATION OF UNDERGROUND STRUCTURE BEHAVIORS USING E-DEFENSE LARGE SHAKING TABLE |
|---|
G. ABBIATI, C. A. WHYTE , V. K. DERTIMANIS , B. STOJADINOVIC |
HYBRID SIMULATION OF LARGE-SCALE STRUCTURES AT ETH ZÜRICH: THE NEW MULTI-AXIAL SUBASSEMBLAGE TESTING SETUP |
|---|
M. ISHII, T. OYAMA, T. UDAGAWA |
PROPOSAL FOR NEW DEFORMATION AMPLIFICATION SYSTEM TO INCREASE EFFECT OF SEISMIC DAMPERS |
|---|
X. LI, M. KURATA, H. NISHINO, A. SUZUKI |
IDENTIFICATION OF SEISMICALLY-INDUCED LOCAL DAMAGE IN STEEL MOMENT-RESISTING FRAMES USING WIRELESS STRAIN SENSING |
|---|
B.D. CARLTON, A.M. KAYNIA |
NONLINEAR SITE RESPONSE MODEL WITH IMPROVED DAMPING AND STRAIN SOFTENING |
|---|
D. TAKABATAKE, S. NAGATA, T. KOBAYASHI, H. NAKAKOJI, Y. KATOU, S. IWASAKI |
STUDY ON SEISMIC RESPONSE IN SUBSTATION STEEL STRUCTURES |
|---|
E. KARAARSLAN, C. DONMEZ, M. A. ERBERIK |
SEISMIC FRAGILITY OF WIDE-BEAM INFILL-JOIST BLOCK REINFORCED CONCRETE FRAME BUILDINGS
|
|---|
D.R. THAPA, X. TAO, G. WANG, F. FAN |
DETERMINISTIC SEISMIC HAZARD ASSESSMENT FOR NEPAL |
|---|
S. MOLINA, M. NAVARRO, P. MARTÍNEZ-PAGAN, N. AGEA-MEDINA
D. NAVARRO, J. PÉREZ-CUEVAS, F. VIDAL, T. ENOMOTO |
EARTHQUAKE LOSS ESTIMATION IN ADRA (ALMERÍA, SPAIN). CURRENT IMPACT OF A
REPETITION OF THE 1910 ADRA EARTHQUAKE |
|---|
N. POLLINI, O. LAVAN, O. AMIR |
MINIMUM-COST OPTIMAL DESIGN OF NONLINEAR FLUID VISCOUS DAMPERS AND THEIR SUPPORTING BRACES FOR SEISMIC RETROFITTING |
|---|
C.Y. PENG, J.S. YANG, X.Y. ZHU, Y. CHEN, Q.S. CHEN, H.T. WANG |
A NEW TYPE OF TRI-AXIAL ACCELEROMTERSWITH HIGH DYNAMIC RANGE MEMS USING FOR EARTHQUAKE EARLY WARNING |
|---|
A. TSIAVOS, B. STOJADINOVIC |
CONSTANT YIELD DISPLACEMENT APPROACH FOR SEISMIC DESIGN OF STRUCTURES |
|---|
A. TSIAVOS, D. SCHLATTER, T. MARKIC, B. STOJADINOVIC |
EXPERIMENTAL INVESTIGATION OF THE INELASTIC BEHAVIOR OF STRUCTURES ISOLATED USING FRICTION PENDULUM BEARINGS |
|---|
D. CARDONE, G. PERRONE, G. GESUALDI |
DEVELOPING SIMPLIFIED PROCEDURES FOR THE ESTIMATION OF EXPECTED ANNUAL LOSS OF RC FRAME BUILDINGS |
|---|
C. MELETTI, W. MARZOCCHI, D. ALBARELLO, V. D’AMICO, L. LUZI, F. MARTINELLI, B. PACE, M. PIGNONE, A. ROVIDA, F. VISINI, THE MPS16 WORKING GROUP |
THE 2016 ITALIAN SEISMIC HAZARD MODEL |
|---|
X. WANG, K. MASAKI, K. IRIKURA |
BULDING DAMAGE EVALUATION BASED ON CHANGES OF STORY SHEAR-WAVE VELOCITIES EXTRACTED FROM A 1D VERTICAL AMBIENT NOISE OBSERVATION SYSTEM |
|---|
Y. SUZUKI, K. SUITA, J. KUBOTA, Y. SAWAMOTO, N. KOSHIKA, M. TAKAHASHI |
SIMULATION ANALYSIS OF COLLAPSE PROCESS OF 18-STORY HIGH-RISE STEEL BUILDING BASED ON THE SHAKING-TABLE TEST |
|---|
B. PALLU, E. ROBBE, M.KASHIWAYANAGI, Y.YAMANE |
ANALYSES OF EARTHQUAKE RECORDS ON TWO JAPANESE CONCRETE DAMS |
|---|
Y.Q. ZHANG, J. CHEN, C.X. SUN |
MODIFIED YIELD POINT SPECTRA SUBJECTED TO SEQUENCE-TYPE GROUND MOTIONS |
|---|
L. A. MONTOYA-CORONADO, J. M. BAIRÁN |
A DIRECT PERFORMANCE BASED SEISMIC DESIGN METHOD FOR IRREGULAR STRUCTURES |
|---|
B. PARAMASIVAM, S. DASHTI, A.B. LIEL, J.C. OLARTE, L.D. SOUZA JUNIOR, L. SOLIGO GOMES |
PERFORMANCE OF INELASTIC, SHALLOW FOUNDED STRUCTURES ON LIQUEFIABLE GROUND AND THE EFFECTIVENESS OF MITIGATION STRATEGIES |
|---|
I. KATO, S. HIGUCHI, M. HAMADA |
EFFECTIVENESS OF THE SHEET PILE WALL AGAINST HOUSE SUBSIDENCE AND INCLINATION INDUCED BY LIQUEFACTION |
|---|
T. NARAFU; Y. ISHIYAMA; R. ISON, J. SAKUMA, H. KATO, S. KITA |
OUTLINE AND FEATURES OF JAPANESE SEISMIC DESIGN CODE |
|---|
XIONG LIHONG, ZHANG HONGYI, CHEN GUOWU |
ANALYSIS OF SEISMIC PERFORMANCE OF CONFINED MASONRY BUILDINGS DURING THE WENCHUAN EARTHQUAKE |
|---|
R. NOBUHARA, T. MIKAMI, S. SASADA, T. UEZONO |
RESIDENTS’ PREPAREDNESS IN ANTICIPATION OF THE NANKAI TROUGH MEGATHRUST EARTHQUAKE: REGIONAL DISASTER PLAN FOR STOCKPILES |
|---|
T. KIM, M. LEE, J. KIM , J. KOO |
APPLICATION OF PERFORMANCE-BASED SEISMIC DESIGN TO TALL ORDINARY SHEAR WALL BUILDINGS IN LOW TO MODERATE SEISMICITY REGION |
|---|
F. DUNAND, P. MOUROUX, E. TOUSSAINT, E. FOURNELY, S. BREMOND |
QUANTITATIVE RISK ASSESSMENT METHODOLOGY FOR BUILDING SELECTION IN RETROFITTING PROCESS |
|---|
S. LI , F. ZHANG, J.Q. WANG |
SEISMIC RESPONSE OF CABLE-STAYED BRIDGES INDUCED BY GROUND MOTIONS WITH DIFFERENT SITES RELATIVE TO FAULT RUPTURE |
|---|
H. NAKAMURA, H. FUJIWARA, T. KUNUGI, S. AOI, S. SENNA, I. TAKAHASHI, S. NAITO, H. AZUMA |
DEVELOPMENT OF REAL-TIME EARTHQUAKE DAMAGE INFORMATION SYSTEM IN JAPAN |
|---|
N. NAGANO, J. TENDO, H. UEBAYASHI |
CONSTRUCTIVE INTEREFERENCE OF LONG-PERIOD SEISMIC WAVES IN HORIZONTAL PLANE IN URBANIZED AREA DURING 2011 TOHOKU EARTHQUAKE IN JAPAN |
|---|
M. SHOJI, T. FUJIMORI |
EVALUATION OF LATERAL RESISTANCE OF DAMAGED PILE BASED ON FULL SCALE LATERAL LOAD TEST
|
|---|
A. IGARASHI, A. FURUKAWA, H. UNO, H. MATSUDA |
GENERATION OF SPECTRUM-COMPATIBLE BI-DIRECTIONAL GROUND MOTION ACCELEROGRAMS FOR SEISMIC DESIGN OF BRIDGES |
|---|
H. ALWASHALI, Y. SUZUKI, M. MAEDA |
SEISMIC EVALUATION OF REINFORCED CONCRETE BUILDINGS WITH MASONRY INFILLWALL |
|---|
J. J. CAMATA, L. A. CORRÊA, L. C. PALUDO, L. AUBRY, R. COTTEREAU, A. L. G. A. COUTINHO |
WAVE PROPAGATION IN HIGHLY HETEROGENEOUS MEDIA: SCALABILITY OF THE MESH AND RANDOM PROPERTIES GENERATOR
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J. KUBOTA, Y. SUZUKI, K. SUITA, Y. SAWAMOTO, T. KIYOKAWA, N. KOSHIKA, M. TAKAHASHI |
EXPERIMENTAL STUDY ON THE COLLAPSE PROCESS OF AN 18-STORY HIGH-RISE STEEL BUILDING BASED ON THE LARGE-SCALE SHAKING TABLE TEST |
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ARANDA, C., VIDAL F., ALGUACIL G., VALVERDE-PALACIOS I., NAVARRO, M., GARCÍA- JEREZ A., RUIZ SIBAJA A. |
ANALYSIS OF GEOTECHNICAL DATA AND AMBIENT NOISE RECORDS TO ASSESS SITE RESPONSE IN VIÑA DEL MAR (CHILE) |
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O. ODDBJORNSSON, P. KLOUKINAS, L. DIHORU, M.DIETZ, T.HORSEMAN, E. VOYAGAKI, A.J. CREWE ,
C.A. TAYLOR, A.G. STEER |
PHYSICAL MODELLING AND TESTING OF AN ADVANCED GAS COOLED REACTOR CORE MODEL |
|---|
Z. SHI, E.G. DIMITRAKOPOULOS |
NONSMOOTH SEISMIC RESPONSE ANALYSIS OF A STRAIGHT BRIDGE WITH DECK ROTATION INDUCED BY ABUTMENT IMPACT |
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T. FRÖHLICH, V. BIRTEL, D. LOTZE, K. KERKHOF, F. DWENGER |
EXPERIMENTAL INVESTIGATIONS ON SEISMIC BEHAVIOR OF POST-INSTALLED ANCHORAGES IN NUCLEAR POWER PLANTS |
|---|
Y. SHINGAKI, S. SAWADA, H. GOTO |
EFFECTIVE PARAMETER SET FOR SITE AMPLIFICATION FACTORS: S-WAVE IMPEDANCE VS. VS30 |
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I. KALYVIOTIS, I. PSYCHARIS |
DESIGN OF CLADDING PANEL WALLS WITH FIXED CONNECTIONS |
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M. MOTOSAKA, S. OHNO, K. MITSUJI, X. WANG, T. HATAKEYAMA |
DEVELOPMENT OF STRUCTURAL HEALTH MONITORING SYSTEM COMBINED WITH EARTHQUAKE EARLY WARNING SYSTEM FOR REAL-TIME EARTHQUAKE INFORMATION NAVIGATION |
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YOSHIAKI IKENUMA, MAKOTO MARUTA, SATORU NAGAI |
SEISMIC BEHAVIOR OF R/C BEAM USING HIGH STRENGTH LONGITUDINAL REBARS |
|---|
R. BENCHARIF, M. HADID |
EVALUATION OF THE DYNAMIC RESPONSE OF A MULTI-LAYERED POROELASTIC SOIL THROUGH THE ‘THIN LAYER METHOD, TLM’ |
|---|
R. LIU, A. PALERMO |
QUASI-STATIC TESTING OF A 1/3 SCALE PRECAST CONCRETE BRIDGE UTILISING A POST-TENSIONED DISSIPATIVE CONTROLLED ROCKING PIER |
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R. OBA, T. KINOSHITA, K. SUITA, Y. KOETAKA, S. MATSUO, Y. MURAKAMI |
EVALUATION OF ELASTIC STIFFNESS AND YIELD STRENGTH OF HIGH STRENGTH STEEL SQUARE TUBE COLUMN TO BEAM FLANGE CONNECTIONS WITH EXTERIOR DIAPHRAGM |
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T. K. DATTA, M. K. BHARDWAJ |
ANN CONTROL OF BUILDING FRAMES FOR FUTURE EARTHQUAKES |
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HONGXUAN XU, XIAOMING YUAN, ZHENZHONG CAO |
SHEAR WAVE VELOCITY-BASED APPROACH FOR PREDICTING LIQUEFACTION OF THE GRAVELLY SOILS |
|---|
Z. ZHONG, A. FILIATRAULT, A. AREF |
SEISMIC PERFORMANCE EVALUATION OF BURIED PIPELINES RETROFIT WITH CURED-IN-PLACE-PIPE LINING TECHNOLOGY |
|---|
SHEF AMIR ARASY1, WIRATMAN WANGSADINATA5, BAMBANG BUDIONO4,
WIJONO RAMLI2, BONIFACIUS JOVIANTO2, AND JUNISA PATRICIA3 |
COMPARISON OF DESIGNING HIGH-RISE BUILDINGS IN JAKARTA BASED ON PRESCRIPTIVE CODE AND ALTERNATIVES DUE TO SPECIFIC EARTHQUAKE MECHANISM INDONESIA
|
|---|
X. WEI, M. BRUNEAU |
EXPERIMENTAL PERFORMANCE OF BUCKLING RESTRAINED BRACES SUBJECTED TO BIDIRECTIONAL DISPLACEMENT HISTORIES |
|---|
V. SIGMUND, Ð. MATOŠEVIC |
CONFINED MASONRY BEHAVIOUR WITH VARIOUS CONNECTION DETAILS |
|---|
T. MATSUMOTO, T. NAKAMURA |
AN EVALUATION OF SEISMIC RECOVERY CURVE CONSIDERING THE PRODUCT STOCK AND DAMAGE CORRELATION |
|---|
Y. H. SUN, Z. C. LU, Z. L. LIU, S. LIN, M. ZHONG, S. LI |
STUDY OF EARTHQUAKE SIMULATION SHAKING TABLE TEST ON THE CAPACITOR BANK IN UNTRA HIGH-VOLTAGE SUBSTATION |
|---|
A. ANŽLIN, T. ISAKOVIC |
SEISMIC STRENGTHENING OF RECTANGULAR RC COLUMNS USING PRESTRESSED CFRP WRAP |
|---|
ZHUBING. ZHU, YONGFENG. CHENG, ZHICHENG. LU, SHENG. LI, MIN. ZHONG, SEN. LIN |
STUDY ON GROUND MOTION INPUT USED IN SEISMIC TEST OF HIGH VOLTAGE PILLAR TYPE ELECTRICAL EQUIPMENTS |
|---|
L. SOUSA, V. SILVA, M. MARQUES, H. CROWLEY |
CONDITIONAL FRAGILITY FUNCTIONS AND THE UNCERTINTY IN VULNERABILITY ASSESSMENT OF BUILDING PORTFOLIOS |
|---|
ZHOU BAOFENG, YU HAIYING, MA XINSHENG, XIE LILI, ZHANG TONGYU |
APPLICATIONS AND CHALLENGES OF STRONG MOTION INSTRUMENTS FOR STRONG MOTION OBSERVATION IN CHINA |
|---|
TK. KIM, KY. CHOI, HS. RYU, WH. YI, SH. OH |
SHAKING TABLE TEST ON THE SEISMIC RESPONSE OF THE DUAL-FRAME VIBRATION CONTROL SYSTEM |
|---|
CHUNLAN. CHENG, DEYUAN. ZHOU |
EXPERIMENTAL AND NUMERICAL ANALYSIS ON SEISMIC BEHAVIOR OF COMPOSITE CONCRETE AND DOUBLE STEEL PLATES SHEAR WALL WITH BINDING BARS |
|---|
N. NAKAGAKI, E. KOHAMA, K. KUSUNOKI, K. MURAKAMI |
NUMERICAL SIMULATIONS ON CAUSE OF DAMAGE TO A SHEET PILE TYPE QUAY WALL IN SOMA PORT DURING THE 2011 OFF THE PACIFIC COAST OF TOHOKU EARTHQUAKE |
|---|
W.Y. KAM, R. JURY |
PERFORMANCE-BASED SEISMIC ASSESSMENT: SIMPLIFIED METHODS AND COLLAPSE INDICATORS |
|---|
E. AVGENAKIS, I.N. PSYCHARIS |
MODELING OF ROCKING FLEXIBLE BODIES CONSIDERING THE DEFORMABILITY OF THEIR BASE |
|---|
HARUMI YASHIRO, AKIHIRO TSUKAMOTO( |
STUDY OF QUANTITATIVE EVALUATION METHODS AND MEASURES OF STRANDED COMMUTERS AT THE TIME OF LARGE-SCALE DISASTERS |
|---|
P.Z. LI, J.P. YANG, X.L. LU |
ANALYSIS ON SEISMIC PERFORMANCE OF BUILDING WITH VISCOUS DAMPERS CONSIDERING SOIL-STRUCTURE INTERACTION |
|---|
ADITYA DESHMUKH, RUPEN GOSWAMI |
UNIFIED STRAIN-BASED PROCEDURE TO OBTAIN DESIGN P-M INTERACTION CURVES OF SLENDER RC WALL SECTIONS |
|---|
T. HARA, H. HAZARIKA, B. CHAUDHARY, N YAMASAKI, K. NISHIMURA |
SEISMIC RESISTANCE OF BREAKWATER FOUNDATION REINFORCED BY STEEL SHEET PILE AND GABION - EVALUATION THROUGH ELEMENT TEST - |
|---|
J.S. YANG, W.P. WANG, Y. GAO, Z.Q. XU, C.Y. PENG, Y.ZHENG |
THE DISTRIBUTION OF LANDSLIDES OF LUDIAN MS6.5 EARTHQUAKE BASED ON M5’ MODEL TREE METHOD |
|---|
S. OSTOVARI DAILAMANI , J. G.A. CROLL |
RELATIVE IMPORTANCE OF HORIZONTAL AND VERTICAL COMPONENTS OF EARTHQUAKE MOTION ON THE RESPONSES OF BARREL VAULT CYLINDRICAL ROOF SHELLS |
|---|
K. TAKATSUKA, K. SUITA, T. UMEDA |
DEFORMATION CAPACITY OF FLANGE-WELDED WEB-BOLTED MOMENT CONNECTION UNDER CYCLIC LOADING |
|---|
F. KUMAZAWA, A. MORI, K. SOGA, T. SUMITOMO, A. OGAWA |
EARTHQUAKE RESPONSE CHARACTERISTICS OF A 30-STORY RC BUILDING BASED ON OBSERVED RESPONSE RECORDS
|
|---|
S. OSTOVARI DAILAMANI, J. G.A. CROLL |
ACCURACY OF MODAL COMBINATION METHODS IN SEISMIC DESIGN OF BARREL VAULT CYLINDRICAL ROOF SHELLS |
|---|
N. ANGEL, J. CORREAL, J. RESTREPO, C. ANGEL |
EXPERIMENTAL BEHAVIOR OF PRECAST HOLLOW CORE FLOOR DIAPHRAGMS SUBJECTED TO CYCLIC LOADING |
|---|
M. LEROUX, R. TREMBLAY, P. LÉGER |
A SIMPLIFIED METHOD FOR PRELIMINARY ASSESSMENT OF SEISMIC FORCES IN ISOLATED HIGHWAY BRIDGES WITH MASSIVE PIERS |
|---|
M. POLIOTTI, O. MÖLLER, J.P. ASCHERI, P.L. SIERRA |
NUMERICAL SIMULATION OF REINFORCED CONCRETE COLUMNS UNDER BIAXIAL CYCLIC BENDING AND VARIABLE AXIAL LOAD |
|---|
C. S. DRAGOMIR, V. MEITA, I. G. CRAIFALEANU, E. S. GEORGESCU
D. DOBRE |
NIRD URBAN-INCERC, ROMANIA SEISMIC STRONG MOTION NETWORK: STATE OF THE ART AND NEEDS OF DEVELOPMENT
|
|---|
B. KIRAR, B.K. MAHESHWARI |
DYNAMIC PROPERTIES OF SOLANI SAND AT SMALL STRAINS USING RESONANT COLUMN APPARATUS |
|---|
K. AMINI HOSSEINI |
PROMOTING COMMUNITY-BASED EARTHQUAKE RISK REDUCTION AND RESILIENCE ACTIVITIES IN IRAN |
|---|
J. SNOJ, M. DOLŠEK |
EXPECTED ECONOMIC LOSSES DUE TO EARTHQUAKES IN THE CASE OF TRADITIONAL AND MODERN MASONRY BUILDINGS
|
|---|
G. Sun, Y. Zuo and H. Li |
A STUDY ON PROGRESSIVE COLLAPSE MECHANISM AND UNSEATING FAILURE CONTROL OF CONCRETE GIRDER BRIDGES DURING EARTHQUAKES |
|---|
L. Luzi, R. Puglia, E. Russo, M. D’Amico, G. Lanzano, F. Pacor, C. Felicetta and ORFEUS-WG5 |
Engineering Strong-Motion database: a gateway to access European strong motion data |
|---|
M. Amjadian and A. K. Agrawal |
TORSIONAL RESPONSE OF HORIZONTALLY CURVED BRIDGES SUBJECTED TO EARTHQUAKE-INDUCED POUNDING |
|---|
J. A. Bachmann, M. F. Vassiliou and B. Stojadinovic |
DYNAMIC RESPONSE OF AN ELASTIC SDOF SYSTEM FIXED ON TOP OF A ROCKING PODIUM FRAME STRUCTURE: MODELLING |
|---|
Y. Shigeno, K. Yamashita, J. Hamada and N. Nakamura |
NUMERICAL ANALYSES OF A PILED RAFT FOUNDATION WITH GRID-FORM DMWs UNDER LARGE EARTHQUAKE LOAD |
|---|
A. Acevedo, J. Jaramillo, C. Yepes-Estrada and V. Silva |
SEISMIC DAMAGE SCENARIOS FOR UNREINFORCED MASONRY STRUCTURES OF BOGOTÁ, MEDELLÍN AND CALI (COLOMBIA) |
|---|
Yanxia. Zhang, Anran. Liu, Xuechun. Liu, Hexin. Zhang and Hui. Wu |
Simulation Analysis of Pseudo-dynamic Test of Resilient Prefabricated Prestressed Steel Frame |
|---|
T. Hida, T. Sato, M. Nagano |
Study on Structural Health Monitoring Method by Recursive Subspace Identification Based on Shaking Table Tests of Wooden Structure |
|---|
D. Whittaker, G. Alexander, J. Barnett and N. Charman |
ASSESSMENT AND RESTORATION OF AN EARTHQUAKE-DAMAGED SPORTS STADIUM IN NEW ZEALAND |
|---|
M. Furinghetti and A. Pavese |
INVESTIGATION OF THE LATERAL RESPONSE OF FRICTION-BASED ISOLATORS UNDER MULTI-CYCLIC EXCITATIONS |
|---|
G. Tamizharasi, A. Meher Prasad and C.V.R. Murty |
CRITICALITY OF CONTROLLING SEISMIC TORSIONAL RESPONSE IN PLAN UNSYMMETRIC BUILDINGS |
|---|
A. Kibboua, H. Bechtoula, Y. Mehani and M. Naili |
SEISMIC VULNERABILITY EVALUATION OF EXISTING REINFORCED CONCRETE BRIDGE STRUCTURE |
|---|
E.Robbe, M.Kashiwayanagi and Y.Yamane |
SEISMIC ANALYSES OF CONCRETE DAM, COMPARISON BETWEEN FINITE-ELEMENT ANALYSES AND SEISMIC RECORDS |
|---|
J. Oviedo-A, S. Henao-M and V. Gómez-M |
PREDICTION OF DEFORMATION DEMAND ON FRAME BUILDINGS WITH HISTERETIC DAMPERS |
|---|
J. Régnier, L.F. Bonilla, P.Y. Bard, H. Kawase, E. Bertrand, F. Hollender, D. Sicilia, A. Nozu and all PRENOLIN participants |
PRENOLIN PROJECT: RESULTS OF THE VALIDATION PHASE AT SENDAI SITE. |
|---|
R. Zhang, H. Luo, X. Ren, and Z. Li |
SLOSHING CONTROL OF A LIQUID STORAGE TANK UNDER LONG PERIOD GROUND EXCITATION |
|---|
H. Li, G. Sun and R. Luo |
COLLAPSE OF BAIHUA BRIDGE DURING THE 2008 WENCHUAN EARTHQUAKE: INITE ELEMENT ANALYSIS WITH A MULTI-SCALE MODEL |
|---|
M. Didier, B. Grauvogl, A. Steentoft, S. Ghosh and B. Stojadinovic |
SEISMIC RESILIENCE OF THE NEPALESE POWER SUPPLY SYSTEM DURING THE 2015 GORKHA EARTHQUAKE |
|---|
S-H. Hwang and D.G. Lignos |
APPROXIMATE METHOD FOR PERFORMANCE-BASED SEISMIC ASSESSMENT OF STEEL MOMENT-RESISTING FRAMES |
|---|
T. Makrypidi, CT. Chatzigogos, A. Nieto Ferro and N. Greffet |
ASSESSMENT OF ANALYSIS METHODS FOR LINEAR AND NONLINEAR SOIL-STRUCTURE INTERACTION IN VIEW OF INCREASING SEISMIC INTENSITY AND FOUNDATION UPLIFT |
|---|
F. Biondini, B. Dal Lago and G. Toniolo |
EXPERIMENTAL TESTS ON DISSIPATIVE CLADDING CONNECTION SYSTEMS OF PRECAST STRUCTURES |
|---|
S. Yasuda, K. Fukui, S. Kunimatsu, M. Okamura, T. Kiyota and K. Koguchi |
REVISED SEISMIC DESIGN CODE FOR TAILINGS DAMS AND ITS APPLICATION TO EXISTING DAMS IN JAPAN |
|---|
J. Abad, O. Sedan, D. Bertil, M. Terrier and N. Desramaut |
FINDINGS ON THE EARTHQUAKE RISK PREPAREDNESS OF THE CITY OF LA PAZ, BOLIVIA |
|---|
H. Moniri |
INVESTIGATION OF FLING-STEP EFFECT ON MID-RISE R/C BUILDINGS SUBJECTED TO NEAR SOURCE STRONG MOTION |
|---|
F. Biondini, L. Capacci and A. Titi |
LIFE-CYCLE RESILIENCE OF DETERIORATING BRIDGE NETWORKS UNDER EARTHQUAKE SCENARIOS |
|---|
S. H. C. Santos, L. Zanaica, C. Bucur, M. Traykova, C. Giarlelis, S. S. Lima and A. Arai |
COMPARATIVE STUDY OF SOME SEISMIC CODES FOR DESIGN OF BUILDINGS |
|---|
A. Elkady and D. G. Lignos |
Full-Scale Cyclic Testing of Deep Slender Wide-Flange Steel Beam-Columns under Unidirectional and Bidirectional Lateral Drift Demands |
|---|
Sheng Li, Yongfeng Cheng, Zhicheng Lu, Zhubing Zhu and Min Zhong |
Seismic Performance Study of Composite Insulator Assembled in 1 000 kV Capacitor Voltage Transformer by Quasi-static Test and Shaking Table Test |
|---|
M.Ismaeil and M.Sobaih |
THE COMPARISON OF SEISMIC RESISTANCE OF BUILDINGS DESIGNED BY TWO CODES |
|---|
Anchal Pandey, Chenna Rajaram and Ramancharla Pradeep Kumar |
WEB APPLICATION FOR GENERATION OF SHAKE MAP: A CASE STUDY ON VIJAYAWADA CITY, INDIA |
|---|
E. M. Thompson and C. B. Worden |
ESTIMATING FAULT DISTANCES WITHOUT A FAULT |
|---|
A. Dutu, H. Sakata and Y. Yamazaki |
COMPARISON BETWEEN DIFFERENT TYPES OF CONNECTIONS AND THEIR INFLUENCE ON TIMBER FRAMES WITH MASONRY INFILL STRUCTURES’ SEISMIC BEHAVIOR |
|---|
H.A. Sánchez-Sánchez, A. Aguilar T. and C. Cortés S. |
NONLINEAR RESPONSE ANALYSIS OF A CURVED CONCRETE BRIDGE PLACED SEISMIC ZONES |
|---|
D. Skoulidou, X. Romão and A. Athanatopoulou |
DETERMINATION OF THE CRITICAL ANGLE OF SEISMIC FORCES FOR THE SAFETY ASSESSMENT OF 3D RC BUILDINGS USING LFA |
|---|
Q. Chen and B. Andrawes |
SHAPE MEMORY ALLOY CONFINED CONCRETE UNDER CYCLIC LOADING: EXPERIMENTAL TESTING AND MODELING |
|---|
R. Aguiar, G. Villarruel and P. Caiza |
IMPLICATIONS OF FRICTION COEFFICIENT VARIATION IN THE SEISMIC ANALYSIS OF STRUCTURES WITH TRIPLE FRICTION PENDULUM SYSTEMS (FPT). AN APPLICATION CASE |
|---|
S.H. Larbi, N. Bourahla, H. Benchoubane and K. Choutri |
Developing a Neural Network algorithm as an additional online controller to the PID controller. |
|---|
D. Jung and B. Andrawes |
DYNGMIC TESTING ON CIRCULAR RC BRIDGE COLUMNS RETROFITTED AND REPAIRED WITH SHAPE MEMORY ALLOYS |
|---|
Shih-Lin Hung and Chun-Ting Ding |
INTELLIGENT POWER MANAGEMENT SYSTEM FOR WIRELESS SHM THAT INTEGRATES A RADIO-TRIGGERING FUNCTION |
|---|
C. Kattan, M. Lopez and L. Menjívar |
SEISMIC RISK SCENARIOS FOR THE CITY OF SANTA TECLA, EL SALVADOR |
|---|
G. Peruzzi, D. Forcellini, K. Venturini and D. Albarello |
AMBIENT VIBRATIONS APPLIED TO SAN MARINO HISTORICAL BUILDING SURVEY |
|---|
F.V. Karantoni and S.J. Pantazopoulou |
TOWARDS THE DEVELOPMENT OF A SEISMIC ASSESSMENT FRAMEWORK FOR URM STRUCTURES |
|---|
B. Trost, H. Schuler and B. Stojadinovic |
SLIDING DEFORMATION MODEL FOR REINFORCED CONCRETE SHEAR WALLS UNDER SEISMIC LOADING |
|---|
D. P. Teague, B.R. Cox and T. El-Afifi |
SITE RESPONSE IMPLICATINS OF USING Vs PROFILES DERIVED FROM “BLIND” AND GEOLOGICALLY-GUIDED SURFACE WAVE INVERSIONS |
|---|
T. Takeda, M. Sato, O. Lavan and M. Kurata |
APPLICATION OF LOCAL-DEFORMATION BASED DESIGN METHOD TO VARIOUS STEEL FRAMES |
|---|
M. A. Amini and M. Poursha |
A SINGLE-RUN MULTI-MODE PUSHOVER ANALYSIS FOR SEISMIC EVALUATION OF TALL BUILDINGS |
|---|
K. E. Kim and B. Andrawes |
ANALYSIS OF FRP RETROFITTED TIMBER PILES UNDER MULTI-HAZARD LOADING |
|---|
K.I. Gkatzogias and A.J. Kappos |
DEFORMATION-BASED DESIGN OF SEISMICALLY ISOLATED CONCRETE BRIDGES |
|---|
L.A. Dalguer and P. L.A. Renault |
DESIGN RESPONSE SPECTRA FOR VERY HARD ROCK BASED IN SWISS SITE-SPECIFIC SEISMIC HAZARD MODEL |
|---|
L.A. Dalguer, K. Irikura and H. Wu |
PERMANENT DISPLACEMENT FROM SURFACE-RUPTURING EARTHQUAKES: INSIGHTS FROM DYNAMIC RUPTURE OF Mw7.6 1999 CHI-CHI EARTHQUAKE |
|---|
P. Carydis, E. Lekkas, I. Taflampas, E. Skourtsos, S. Markantonis and S. Mavroulis |
UNUSUAL FINDINGS AFTER THE 2015 NEPAL GORKHA M 7.8 EARTHQUAKE FROM ENGINEERING AND GEOLOGICAL POINTS OF VIEW |
|---|
S. López, C. Sanhueza and G. Candia |
ANCHORED PILES IN DEEP EXCAVATIONS: A CASE STUDY |
|---|
W. M. Ghannoum |
UPDATES TO MODELING PARAMETERS AND ACCEPTANCE CRITERIA FOR NON-DUCTILE AND SPLICE-DEFICIENT CONCRETE COLUMNS |
|---|
T. K. Makarios, G.D. Manolis, V. Terzi and I. Karetsou |
IDENTIFICTION OF DYNAMIC CHARACTERISTICS OF A CONTINUOUS DYNAMIC SYSTEM: CASE STUDY FOR A FLEXIBLE STEEL STAIRWAY |
|---|
Z. Qu, K. Tamura and A. Wada |
SYNTHETIC SEISMIC DESIGN STRATEGY FOR BUILDING STRUCTURES IN URBAN AREAS |
|---|
A.M. Schaefer, J.E. Daniell, B. Khazai, F. Wenzel |
The Aftershock Risk Index (ARI) – spatio-temporal quantification of aftershock impact after strong earthquakes |
|---|
S. Rezaeian, C. Lenon, S. Pei and P. Deng |
VALIDATION OF NEAR-FAULT GROUND MOTION SIMULATIONS WITH DIRECTIVITY PULSES FOR USE IN ENGINEERING APPLICATIONS |
|---|
K. N. KELFAS, S. A. MITOULIS AND K. KATAKALOS |
NUMERICAL STUDY ON BRIDGE ELASTOMERIC BEARINGS SUBJECTED TO LARGE SHEAR STRAINS WITH EMPHASIS ON LOCAL TENSION |
|---|
N. Wagner, and N. Sitar |
INFLUENCE OF THE DEPTH OF EMBEDMENT ON SEISMIC EARTH PRESSURES ON BASEMENT WALLS |
|---|
M. Minavand and M. Hosseini |
THE EFFECT OF STORY MASS DISTRIBUTION ALONG THE HEIGHT OF MULTI-STORY MID-RISE BUILDINGS ON THE SEISMIC INPUT ENERGY |
|---|
L.P. Carden and G.Y.K. Chock |
STRUCTURAL MITIGATION OF BUILDINGS DAMAGED BY THE 2011 TOHOKU TSUNAMI USING THE ASCE 7 TSUNAMI DESIGN PROVISIONS |
|---|
Y. Suzuki and D.G. Lignos |
COLLAPSE BEHAVIOR OF STEEL COLUMNS AS PART OF STEEL FRAME BUILDINGS: EXPERIMENTS AND NUMERICAL MODELS |
|---|
M.A Bravo-Haro, A. Tsitos and A.Y. Elghazouli |
INFLUENCE OF CYCLIC DEGRADATION ON INELASTIC SEISMIC DEMANDS IN STEEL MOMENT FRAMES |
|---|
R. Bhasker and A. Menon |
TOWARDS AN APPROPRIATE SEISMIC VULNERABILITY ASSESSMENT MODEL IN INDIA |
|---|
A.S. Genikomsou and M.A. Polak |
FINITE ELEMENT ANALYSIS OF CONCRETE SLAB-COLUMN CONNECTIONS SUBJECTED TO CYCLIC LATERAL LOADINGS |
|---|
J. A. Avila-Haro, R. González-Drigo, L. G. Pujades and A. Barbat |
PROBABILISTIC SEISMIC DAMAGE ASSESSMENT OF URM BUILDINGS BASED ON INCREMENTAL DYNAMIC ANALYSIS |
|---|
G.P. Balomenos and M.D. Pandey |
PROBABILISTIC ANALYSIS OF STEEL FRAME SUBJECTED TO SINGLE AND REPEATED EARTHQUAKES |
|---|
D. Gomez, S.J. Dyke and A. Maghareh |
HYBRID SIMULATION: EMPOWERING EARTHQUAKE ENGINEERING EXPERIMENTATION |
|---|
L. M. Rodríguez-Peralta, E. Ismael-Hernández, C. Gómez-González, M. Mánica-Bronca, O. J. Vásquez-Fernández, O. Hernández-García and L. F. Velázquez-Rangel |
A LOW-COST MONITORING PLATFORM BASED ON WSN TO ESTIMATE SEISMIC VULNERABILITY LEVEL ON EXISTING STRUCTURES |
|---|
J.E. Parks, D.N. Brown, M.J. Ameli, C.P. Pantelides and L.D. Reaveley |
Seismic Repair of Severely Damaged Precast RC Bridge Columns Connected with Grouted Splice Sleeves |
|---|
I. Wong, M. Dober, P. Thomas, E. Nemser and J. Bott |
TIME-DEPENDENT SEISMIC HAZARD ABOVE THE SOUTH AMERICA SUBDUCTION ZONE IN CENTRAL AND SOUTHERN CHILE |
|---|
M. Polese, M. Di Ludovico, A. Prota and G. Manfredi |
IDENTIFICATION OF MOST RELEVANT FACTORS FOR DEMOLITION: A STUDY ON DAMAGED BUILDINGS AFTER L’AQUILA EARTHQUAKE |
|---|
I. Wong, S. Pezzopane, K. Knudsen and M. Dober |
ASSESSING THE SEISMIC HAZARD IN NORTHWESTERN PERU |
|---|
E.J. Sutley, J.W. van de Lindt and L. Peek |
THE COSTS OF NOT RETROFITTING FROM A COMBINED ENGINEERING, SOCIOECONOMIC AND DEMOGRAPHIC PERSPECTIVE |
|---|
A. Puranam and S. Pujol |
MINIMUM FLEXURAL REINFORCEMENT IN REINFORCED CONCRETE WALLS |
|---|
M. J. Ameli, C. P. Pantelides, J. E. Parks and D. N. Brown |
GROUTED SPLICE SLEEVE CONNECTIONS FOR PRECAST BRIDGE SUBSTRUCTURES IN SEISMIC REGIONS |
|---|
S.R. Kotha, D. Bindi and F. Cotton |
TOWARDS A NON-ERGODIC PROBABILISTIC SEISMIC HAZARD ASSESSMENT IN EUROPE AND MIDDLE EAST |
|---|
C. Sigarán-Loría and S. Slob |
CAN BASIN EFFECTS BE QUANTIFIED WITHIN 1D GROUND RESPONSE ANALYSIS? MEXICO CITY NEW AIRPORT CASE |
|---|
J. L. Baquedano, P. A. Catalán and Y. Hayashi |
ADAPTING EMPIRICAL MMI FORMULAE AIMED AT DEVELOPING EARLY TSUNAMI HAZARD ASSESSMENT CHARTS |
|---|
Hitomi Murakami and Leonel Ramos |
Comparative Study on the Processes of Tsunami Evacuation in Biobio 2010 and that in Iquique 2014, Chile |
|---|
F. Escobedo, J. Espinoza, R. Herrera and J. Beltrán |
EXPERIMENTAL EVALUATION OF A BUCKLING RESTRAINED BRACE USING A NON-TRADITIONAL MATERIAL |
|---|
D. R. Jenkins, A. Zekioglu, H. Darama, H. Freudenberger and A. Nulman |
PRESERVING A NATIONAL TREASURE: SEISMIC ISOLATION OF SPACE SHUTTLE ENDEAVOUR |
|---|
F. Flores, F. Charney and D. Lopez-Garcia |
DELTA EFFECTS IN THE TORSIONAL RESPONSE OF STRUCTURES |
|---|
B. Garrido and M. Sarrazin |
EFFECTIVENESS OF TUNED MASS DAMPERS (TMD) FOR EARTHQUAKE PROTECTION IN CHILEAN BUILDINGS |
|---|
D. McGuigan, M. Stannard, L. Bellamy, J. Gardiner |
THE CONTINUED RESPONSE OF THE NEW ZEALAND GOVERNMENT TO THE CANTERBURY EARTHQUAKES |
|---|
A. Belleri, A. Marini, P. Riva and R. Nascimbene |
RE-CENTERING AND DISSIPATIVE CONNECTIONS FOR PINNED-FRAME PRECAST STRUCTURES. |
|---|
A. Belleri, C. Passoni, A. Marini and P. Riva |
THE IMPACT OF EARTHQUAKES ON THE LIFE CYCLE CARBON FOOTPRINT OF EXISTING BUILDINGS. |
|---|
I.D. Williams, C.A. Arteta and C.P. Ostertag |
EXPERIMENTAL RESPONSE OF A HyFRC BOUNDARY ELEMENT UNDER PURE COMPRESSION |
|---|
I. Gidaris, A. A. Taflanidis and G. P. Mavroeidis |
MULTI-CRITERIA DESIGN OF SEISMIC PROTECTIVE DEVICES BASED ON LIFE-CYCLE OBJECTIVES AND RISK AVERSION PRINCIPLES |
|---|
L. Zamora, J. Padilla, J.J. Olivera and C. Oyarzo |
NUMERICAL MODEL UPDATING OF THE DUOC-UC FOOTBRIDGE (CONCEPCIÓN, CHILE) USING EXPERIMENTALLY EXTRACTED DATA |
|---|
R. Enokida and K. Kajiwara |
A PRACTICAL APPLICATION OF THE NONLINEAR SUBSTRUCTURING CONTROL METHOD TO BASE-ISOLATED STRUCTURES |
|---|
A. Løkke and A. K. Chopra |
AN EXTENDED FINITE ELEMENT PROCEDURE FOR EARTHQUAKE ANALYSIS OF DAM-WATER-FOUNDATION ROCK SYSTEMS: VALIDATION OF METHOD FOR 2D PROBLEMS |
|---|
K. Fink, E. Jensen, D. Mix, A.A Taflanidis, T.L Kijewski-Correa |
MITIGATING SEISMIC RISK IN THE DEVELOPING WORLD: LESSONS LEARNED IN HAITI AND PROMOTION OF ALTERNATIVE SOLUTIONS |
|---|
A. Asgarian and G. McClure |
NEW MTHODOLOGY FOR SEISMIC ASSESSMENT OF NON-STRUCTURAL BUILDING COMPONENTS BASED ON AMBIENT VIBRATION MEASUREMENTS |
|---|
V. Alecci, L. Rovero, G. Stipo and M. De Stefano |
STRENGTHENING OF MASONRY STRUCTURES WITH CEMENTITIOUS MATRIX COMPOSITE |
|---|
T. Goded, N. Horspool, M. Gerstenberger, S. Canessa and A. Lewis |
MACROSEISMIC INTENSITY ASSESSMENT METHOD FOR ONLINE QUESTIONNAIRES IN NEW ZEALAND |
|---|
N. Nabid, I. Hajirasouliha and M. Petkovski |
A practical method for the design of
Friction-Based Passive Control Wall Damper for RC Frame Buildings |
|---|
L. Ceferino, A. Kiremidjian and G. Deierlein |
FRAMEWORK OF THE ESTIMATION OF THE HEALTH STATUS OF THE POPULATION DURING AN EARTHQUAKE EMERGENCY |
|---|
Y.M. WANG and Q.F LUO |
STRUCTURAL DAMAGE MECHANISM REFLECTED IN THE TIME-FREQUENCY RESPONSE SPECTRA |
|---|
J. Xu, G. Fermandois-Cornejo, B.F. Spencer Jr. and X. Lu |
OPTIMIZATION OF BUCKLING RESTRAINED BRACED FRAME UNDER SEISMIC LOADING |
|---|
H. Kubo, W. Suzuki, T. Kunugi and S. Aoi |
An attenuation relationship for deep-focus earthquakes around the Ogasawara Islands, Japan |
|---|
B. Forouzan and N. Nakata |
AN EXPLICIT QUADRATIC ALPHA NUMERICAL INTEGRATION ALGORITHM FOR FORCE-BASED HYBRID SIMULATION |
|---|
L.F. Sirumbal-Zapata, C. Málaga-Chuquitaype, A.Y. Elghazouli
|
PLASTICITY-DAMAGE MATERIAL CONSTITUTIVE MODEL FOR TIMBER SUBJECTED TO CYCLIC LOADING |
|---|
Zhuoshi Chen and Xiaoming Yuan |
The study of borehole test error of theshear-wave velocity at typical engineering sites in China |
|---|
J. Woessner, E. Seyhan and M. Nyst |
FROM A RISK-TARGETED REGIONAL EARTHQUAKE MODEL FOR SOUTH-EAST ASIA TO REGION SPECIFIC RISK MODELS |
|---|
O. Palacios, G. Ayala and S. López |
DISPLACEMENT-BASED SEISMIC DESIGN OF IN-PLAN ASYMMETRIC BUILDINGS WITH DAMAGE CONTROL |
|---|
V. Bisadi, M. Gobbato and N. Shome |
SENSITIVITY ANALYSIS OF FIRE-FOLLOWING EARTHQUAKE MODELS |
|---|
MR. Falamarz-Sheikhabadi and A. Zerva |
SIGNIFICANCE OF MODELING, LOADING AND ANALYZING METHODOLOGIES ON THE SEISMIC RESPONSE OF CURVED BRIDGES |
|---|
Y. Kaya and C. Ventura |
BRITISH COLUMBIA SMART INFRASTRUCTURE MONITORING SYSTEM (BCSIMS) |
|---|
R.O. Hamburger, J.D. Hooper, John D. Gillengerten, Laura Dwelley-Samant, Jon Heintz and M. Mahoney |
The ATC-58-2 Project Further Development of Next Generation Performance-based Design Criteria |
|---|
S. E. López and A. G. Ayala |
DISPLACEMENT-BASED SEISMIC DESIGN OF FRAMES AT SOFT SOILS OF THE VALLEY OF MEXICO CONSIDERING P-DELTA EFFECTS |
|---|
I. Prionas, J. Jing, M. Seifi and J. Tahir |
PROGRESSIVE COLLAPSE ANALYSIS OF EXISTING BUILDINGS A PERFORMANCE BASED APPROACH |
|---|
E. Rahmanishamsi, S. Soroushian, E. M. Maragakis and R. Sarraf Shirazi |
ANALYTICAL MODEL FOR SEISMIC ASSESSMENT OF NONSTRUCTURAL PARTITION WALLS WITH RETURNS |
|---|
S. Wu, I. G. Buckle and A. M. Itani |
EXPERIMENTAL AND ANALYTICAL STUDY OF GIRDER UNSEATING IN SKEW BRIDGES DURING EARTHQUAKES |
|---|
K. R. M. dos Santos, I. A. Kougioumtzoglou and A. T. Beck
|
AN APPROXIMATE APPROACH FOR EFFICIENT STOCHASTIC INCREMENTAL DYNAMIC ANALYSIS |
|---|
V-A. Dimas and S. Venkatesan |
NEW PERSPECTIVES IN DEVELOPING A GMPE FOR LOW TO MODERATE SEISMICITY OF AUSTRALIA USING A HYBRID APPROACH |
|---|
K.J. Marder, K.J. Elwood and G.C. Clifton |
POST-EARTHQUAKE RESIDUAL CAPACITY OF DAMAGED REINFORCED CONCRETE BUILDINGS |
|---|
F. De Luca and L. Lombardi |
EC8 DESIGN THROUGH LINEAR TIME HISTORY ANALYSIS VERSUS RESPONSE SPECTRUM ANALYSIS – IS IT AN ENHANCEMENT FOR PBEE? |
|---|
Y. Sasaki and Y. Takahashi |
Development of distributed hybrid experimental system of coupling
1G-40G fields for soil-foundation-structure interaction |
|---|
Y. TERASHIMA and Y. SATO |
Variation of Response Spectra and Group Delay Time of Ground Motions in the Kanto Basin, Japan |
|---|
T.Y. Yang Kang Li, Jian-Yuan Lin, Yuanjie Li, D.P. Tung and J. Fawcett |
ADVANCED SHAKE TABLE CONTROLER DESIGN USING MODEL PREDICTIVE CONTROL STRATEGY |
|---|
K. Ishikawa and S. Yasuda |
STUDY ON THE REASONABLE LIQUEFACTION PREDICTION IN CASE OF THE HUGE INTERPLATE EARTHQUAKE BASED ON THE REPRESENTATIVE SOIL PROFILE MODELS |
|---|
T. NISHIZAWA, T. NORO, M. YOSHIZAWA, R. KOGA, K. SASAO and J. TOBITA |
Development of the structural damage monitoring system using "Buckling-restrained brace with built-in displacement sensor |
|---|
M. Del Carpio R., G. Mosqueda and D. G. Lignos
|
SIDESWAY COLLAPSE OF A STEEL SPECIAL MOMENT FRAME SUBJECTED TO EARTHQUAKE LOADING |
|---|
A.B. Liel, W. Holmes, M. Mehrain, J. Moehle and P. Somers |
SIMPLIFIED SEISMIC EVALUATION OF OLDER CONCRETE BUILDINGS FOR COLLAPSE POTENTIAL (ATC 78) |
|---|
Y. Lu and G. R. Morris |
ASSESSMENT OF THREE VISCOUS DAMPING METHODS FOR NONLINEAR HISTORY ANALYSIS: RAYLEIGH WITH INITIAL STIFFNESS, RAYLEIGH WITH TANGENT STIFFNESS, AND MODAL |
|---|
H. Yamamoto and T. Saito |
Estimation of phase velocities of Love wave from three-component microtremor array observations by using spatial auto-correlation and frequency wavenumber analysis |
|---|
T. Mizuta |
SIMULATION OF EVACUATION BEHAVIOR FROM EARTHQUAQUE IN SNOW SEASON UTILIZING MULTIAGENT SYSTEM |
|---|
T. Kiyota and C. Wu |
VARIATION OF SHEAR WAVE VELOCITY AND LIQUEFACTION RESISTANCE OF TOYOURA SAND UNDER CONSTANT SPECIMEN DENSITY |
|---|
G. Nishikawa, Y. Shiohama, T. Suzuki, H. Onuma and J. Kiyono, |
STUDY ON THE SEISMIC DESIGN OF POLYETHYLENE PIPE DURING AN EARTHQUAKE |
|---|
J. A. Avila and J. A. Avila-Haro |
INELASTIC PERFORMANCE OF A RC WALL BUILDING COLLAPSED IN THE 27 FEBRUARY 2010 CHILE EARTHQUAKE |
|---|
Z. Tao, X. Tao, B. Ma and B. Zhu |
IS THERE A LOGICAL SHORTCOMING IN GROUND MOTION ATTENUATION STUDY |
|---|
L. Tian, X. Gai and R. S. Ma |
Study on the cumulative damage of a transmission tower under seismic wave excitation |
|---|
J.R. Jayamon, L. Philip and F.A. Charney |
SEISMIC PERFORMANCE ASSESSMENT OF WOOD-FRAME SHEAR WALL STRUCTURES SUBJECTED TO GROUND MOTION VARIATIONS |
|---|
H. Takahashi and N. Fukuwa |
Three-dimensional surface layer model for strong motion and liquefaction prediction |
|---|
M.A. Rahman and K. Konagai |
RATIONAL WAY TO ESTIMATE VELOCITIES OF EARTHQUAKE-INDUCED DEBRIS FLOW FROM SUPER-ELEVATIONS |
|---|
J.C. de la Llera and J. J. Besa |
A GENERAL DESIGN METHOD FOR BUILDINGS WITH ENERGY DISSIPATION DEVICES |
|---|
M. Moslemi and R. Kianoush |
NUMERICAL STUDY ON SEISMICALLY ISOLATED LIQUID-FILLED CONICAL ELEVATED TANKS |
|---|
N. K. Hazaveh, G.W. Rodgers, J.G. Chase and S. Pampanin |
Spectral Analysis of Customized 2-4 Viscous Damping for Mitigating Seismic Response |
|---|
F. Kehila, M. Remki, H. Bechtoula and A. Kibboua |
SEISMIC ASSESSMENT OF ALGERIAN BRIDGE |
|---|
Min. Zhong, Yongfeng. Cheng, Zhicheng. Lu, Zhubing. Zhu, Yuhan. Sun and Sen. Lin |
Study on Seismic Fortification Grading Level and Distribution Diagram of Substation Electrical Equipment |
|---|
Kju Kju Nwe, Kazushi Sadasue and Hideo Araki |
MECHANICAL CHARACTERISTIC OF STEEL REINFORCED CONCRETE COLUMNS WITH LOW-STRENGTH CONCRETE |
|---|
JPH Toxqui, A Tasai, K Sugimoto and K Kusunoki |
STUDY ON THE DETERIORATION OF SHEAR CAPACITY AND FAILURE MODE OF RC COLUMNS SUBJECTED TO HIGH VARYING AXIAL FORCE |
|---|
Jie Tian, Zhichao Yan, Junfa Zhang and Yunhe Liu |
A multi-ribbed composite wall with low-yield strength steel for seismic mitigation |
|---|
Jiazeng Shan, Yuting Ouyang and Weixing Shi |
Interstory drift estimation of seismic-excited building structures using acceleration measurement |
|---|
G. Araya-Letelier and L. Eads |
SIMPLIFIED METHODOLOGY TO ESTIMATE EARTHQUAKE-INDUCED EXPECTED LIFE CYCLE COSTS OF LOW-RISE STEEL BUILDINGS |
|---|
M. Musgrove, Y.M.A. Hashash, S. Dashti, K. Gillis, M. Walker and K. Ellison |
CENTRIFUGE AND NUMERICAL MODELLING OF SHALLOW UNDERGROUND STRUCTURES ADJACENT TO TALL BUILDINGS |
|---|
R. Franco-Anaya, A. J. Carr and J. G. Chase |
EXPERIMENTALLY VALIDATED ANALYTICAL MODEL OF A SEMI-ACTIVE RESETTABLE TENDON FOR SEISMIC PROTECTION |
|---|
B. Cheng, C.T. Yang, C.H. Shi and M.J. Zhou |
A study into effects of plate stiffeners on the retrofitted deep RC coupling beams |
|---|
A.M. Parra Bastidas, R.W. Boulanger, J.T. DeJong and A.B. Price |
EFFECTS OF PRE-STRAIN HISTORY ON THE CYCLIC RESISTANCE OF OTTAWA F-65 SAND |
|---|
H. Shen, R. F. Zhang, D. G. Weng and H. Luo |
OPTIMAL DESIGN METHOD OF BASE-ISOLATED LIQUID STORAGE TANK USING TUNED VISCOUS MASS DAMPER BASED ON GENETIC ALGORITHM |
|---|
Hua Zhao, Chang Yang, Zhixiang Yu, Shichun Zhao and Yuping Sun |
MODELING OF POST-BUCKLING BEHAVIOR OF CIRCULAR HOLLOW STEEL STUB COLUMNS |
|---|
F. G. Golzar, G. W. Rodgers and J. G. Chase |
Impact of Hybrid Damping Devices on Structural Response Parameters, Including Base Shear and Peak and Residual Drifts |
|---|
G. Granello, T. Smith, F. Sarti, D. Moroder, A. Palermo and S. Pampanin |
POST-TENSIONING LOSS INFLUENCE ON THE SEIMIC RESPONSE OF TIMBER FRAMES |
|---|
C. Zhu, D. Thambiratnam, J. Zhang and C. Gallage |
Quantitative Estimation of Basin Effects Based on Statistical Analysis |
|---|
XL. LU, Q. LU, WS. LU and Y. Zhou |
Experimental Study on the Seismic Performance of Four-Tower High-rise with an isolated Sky-Corridor on the top |
|---|
R. Fujita, M. Sadamatsu and Y. Takahashi |
ANALYSIS ON DAMAGE OF THE EXISTING SEISMIC ISOLATION BRIDGE DUE TO THE 2011 GREAT EAST JAPAN EARTHQUAKE |
|---|
Yongtao Bai and Guoliang Bai |
EXPERIMENTAL EVALUATION OF SEISMIC PERFORMANCE OF A HYBRID WALLED-FRAME SYSTEM IN THERMAL POWER PLANTS |
|---|
C. S. Tsai, Yi Liu and B. Q. Liu |
AN EXPERIMENTAL STUDY OF BUCKLING RESTRAINED BRACE WITH INSPECTION WINDOWS |
|---|
M. Tsurugi, T. Kagawa and K. Irikura |
SPECTRAL DECAY CHARACTERISTICS fmax AND FOR STRONG GROUND MOTION PREDICTION |
|---|
L. Laughery and S. Pujol |
SEISMIC RESPONSE OF HIGH-STRENGTH STEEL REINFORCED CONCRETE FRAMES |
|---|
C.L. Segura and J.W. Wallace |
BRITTLE COMPRESSION FAILURES IN ACI 318-14 COMPLIANT RC STRUCTURAL WALLS WITH WELL-DETAILED BOUNDARY ZONES |
|---|
A. Charleson, S. Brzev, K. Jaiswal and M. Greene, |
IMPROVING HOUSING SEISMIC SAFETY IN DEVELOPING COUNTRIES: THE WORLD HOUSING ENCYCLOPEDIA |
|---|
F. H. Bañuelos and A. G. Ayala |
A DISPLACEMENT BASED SEISMIC DESIGN METHOD CONSIDERING DAMAGE CONTROL AND PASSIVE DISSIPATION OF ENERGY FOR BUILDINGS |
|---|
Toshikazu Kabeyasawa, Tomohisa Mukai, Hiroshi Fukuyama, Haruhiko Suwada and Hiroto Kato |
FULL-SCALE STATIC LOADING TEST ON A FIVE STORY REINFORCED CONCRETE BUILDING (PART1: OUTLINE OF THE TEST) |
|---|
K. Mitra |
IMPROVING SEISMIC SAFETY IN DEVELOPING COUNTRIES: THE CASE OF URBAN HOUSING IN INDIA |
|---|
P. C. Chen and C. T. Lai |
ACCELERATION TRACKING CONTROL FOR UNIAXIAL SHAKING TABLES CONSIDERING SYSTEM PERFORMANCE AND ROBUSTNESS |
|---|
J. H. Choi, T. Nagahara and Y. Kajita |
ANALYTICAL STUDY ON THE COLLISION LOAD DISTRIBUTION BETWEEN A LARGE VESSEL AND A CABLE STAYED BRIDGE TOWER DUE TO TSUNAMI |
|---|
J. Rojas-Bravo and C. Fernández Baca-Vidal |
STUDY CASE: REPAIRING AN ADOBE COLONIAL BUILDING IN CUSCO, PERU |
|---|
A. S Jones, C-L. Lee and G. A MacRae |
DESIGN AND BEHAVIOR OF BUCKLING RESTRAINED BRACES |
|---|
S. Yasuda, K. Ishikawa and A. Takeda |
Study of the liquefaction history in a lowland area in Tokyo caused by three earthquakes, including the Great East Japan Earthquake |
|---|
A.I. Giouvanidis and E.G. Dimitrakopoulos |
SEISMIC RELIABILITY ASSESSMENT OF ROCKING BRIDGE BENTS WITH FLAG-SHAPED HYSTERETIC BEHAVIOR |
|---|
Lingxin Zhang, Pingchuan Wu and Yongsheng Chen |
NONLINEAR RESPONSE ANALYSIS MODEL OF RC MEMBERS BASED ON FORCE-BASED FIBER MODEL WITH SHEAR EFFECT |
|---|
S. Yasuda, K. Ishikawa and M. Urano |
STUDY ON THE DAMAGE DUE TO SLOSHING OF LIQUEFIED GROUND IN CHIBA CITY DURING THE GREAT EAST JAPAN EARTHQUAKE |
|---|
J. Martín Tempestti and A. Stavridis |
SIMPLIFIED ANALYTICAL METHOD TO PREDICT THE FAILURE PATTERN OF INFILLED RC FRAMES |
|---|
M. Ikenaga, K. Ikago and N. Inoue |
FEASIBLITY OF VISCOUS MASS DAMPER WITH BINGHAM FLUID ORIGINED FORCE RESTRICTION MECHANISM FOR BASE-ISOLATED STRUCTURE |
|---|
C. Minowa, B.Karimov, R.Isakjonov, B.Hamrayev, J. Kaniev, T. Mikoshiba and Y. Niitsu |
EXPERIMENTAL MANUFACTURING OF A SMALL SHAKING TABLE IN UZBEKISTAN |
|---|
T. Yamauchi, H. Kitamura, M. Nagano, T. Sato and K. Suzuki |
Dynamic Characteristics of Buildings Constructed by Pile Top Seismic Isolation System Considering Nonlinearity of Laminated Rubber Bearing |
|---|
W. Xu, C.P. Pantelides, K. Robinson, S.D. Powell |
HYSTERETIC PERFORMANCE OF NEW GENERATION BUCKLING RESTRAINED BRACES |
|---|
A. Liu |
THE NEED FOR A SYSTEMATIC APPROACH IN DAMAGE CONTROL DESIGN FOR LIGHT TIMBER-FRAMED BUILDINGS IN EARTHQUAKES |
|---|
G. Perez-Fuentes, C. Molina-Hutt, T. Rossetto and H. Joffe |
ARE RESIDENTS OF SEATTLE READY FOR ‘THE BIG ONE? AN INTERVENTION STUDY TO CHANGE EARTHQUAKE PREPAREDNESS |
|---|
O. Tsujihara, K. Yamaguchi, H. Ito and T. Okamoto |
DEVELOPMENT OF DISASTER IMAGINATION GAME BY USING SERIAL VIDEO |
|---|
H. Miki, K. Shimizu and S.Yamada |
Application of inertial mass for a 2-DOF mass-varying structure |
|---|
C.-L. Lee |
FORCE-BASED BEAM-COLUMN ELEMENT WITH MULTISPRING MODELS FOR MODELLING POST-TENSIONED ROCKING MEMBERS |
|---|
ASJ. Gilani, SM Takhirov, and Yelena Straight |
EVALUATION OF SEISMIC PERFORMANCE OF SUSPENDED CEILING SYSTEMS USING DYNAMIC TESTING AND FINITE ELEMENT ANALYSIS |
|---|
Y. Li, Y. Sanada, K. Maekawa, H. Katayama, S. Takahashi, H. Choi and K. Matsukawa |
A PRACTICAL METHOD FOR STRENGTHENING/REPAIRING POORLY DETAILED RC BEAM-COLUMN JOINTS IN DEVELOPING COUNTRIES: INSTALLING WING WALLS TO EXISTING COLUMNS |
|---|
T. Enomoto, Tetsushi Inubushi, Toshio Kuriyama and Manuel Navarro |
Analytical Study on Damping Effect of Building Considering Dynamical Interaction between Soil and Building |
|---|
ASJ. Gilani and HK. Miyamoto |
SEISMIC RISK REDUCTION PROGRAM FOR SCHOOL AND HOSPITAL BUILDINGS IN METRO MANILA, PHILIPPINES |
|---|
C. L. Perry, E. A. Fierro and M. N. White |
FROM THE CODE OF HAMMURABI TO CURRENT CALIFORNIA LEGAL PRECEDENT: SATISFYING ETHICAL DUTIES OF DESIGNERS |
|---|
P. Cherian, A. M. Prasad and D. Menon |
LATERAL CYCLIC LOAD BEHAVIOUR OF GFRG BUILDING SYSTEM – EXPERIMENTAL STUDIES |
|---|
X.Y. Wang, W.S. Lu and J.P. Han |
Numerical Modeling of Self-Centering Steel Plate Shear Walls |
|---|
T. Abiru, M. Akiyama, E. Ochiai, H. Sugita, T. Nozawa and Y. Mihara |
Advances on Soil-Structure Interaction Analysis through the Simulation of Forced Vibration Tests for a Building Model on the Actual Ground |
|---|
N. Onishi, K. Nishimura and M. Mori |
ANCHORAGE STRENGTH ESTIMATION ON RAKING-OUT FAILURE OF 90-DEGREE HOOKED BEAM BARS IN R/C RECTANGULAR COLUMN |
|---|
T. Saito and Y.G. Zhao |
OPTICAL FULL-FIELD DISPLACEMENT MEASUREMENT METHOD BASED ON PHASE-ONLY CORRELATION |
|---|
X.Y. Wang, W.S. Lu and J.P. Han |
Numerical Modeling of Self-centering Steel Plate Shear Walls |
|---|
A. Suzuki, I. Iervolino, M. Kurata and S. Shimmoto |
State-Dependent Fragility Curves for Aftershock Seismic Risk Assessment of Japanese Steel Frames |
|---|
Y.L. Wang, K.M. Mosalam, S. Günay and W.S. Lu |
SEISMIC RESPONSE EVALUATION OF ZONAL HANGING CURTAIN WALL SYSTEM USING HYBRID SIMULATION |
|---|
ZHONG Jiangrong and YU Shizhou |
Study on the Evaluation Model of Seismic Secondary Fire Disasters Based on AHP |
|---|
M. Sakamoto, G. Tanircan, S. Pusklucu Y. Kaneda and K. Kumamoto |
A Comparative Study on School Children’s Risk Perception and Disaster Preparedness in Turkey and Japan |
|---|
A.H.M.M. Billah, M.R. Kabir, M. Shahria Alam |
Comparative Collapse Performance Assessment of Bridge Pier under Near-Fault and Long Duration Ground Motions |
|---|
D. R. Pant, M. Montgomery, C. Christopoulos, B. Xu and D. Poon |
VISCOELASTIC COUPLING DAMPERS FOR THE ENHANCED SEISMIC RESILIENCE OF A MEGATALL BUILDING |
|---|
N. Ohbo, M. Hori, F. Imamura, K. Terada, Y. Ariga, M. Sugawara and Y. Yamauchi, F. Takada and S. Inagaki |
DEVELOPMENT OF SYSTEM FOR DISTRIBUTING URGENT EVACUATION INFORMATION DRING TSUNAMI AND ITS APPLICATION |
|---|
A.M.Puthanpurayil, O.Lavan and R.P.Dhakal |
MULTI-OBJECTIVE LOSS OPTIMIZATION OF SEISMIC RETROFITTING OF MOMENT RESISTING FRAMES USING VISCOUS DAMPERS |
|---|
C.A. Arteta1, N. Abrahamson |
METHODOLOGY BASED ON CONDITIONAL SCENARIO SPECTRA TO ESTIMATE ENGINEERING DEMAND PARAMETER RISK |
|---|
H. Kit Miyamoto and Amir SJ Gilani |
DAMAGE ASSESSMENT AND SEISMIC RETROFIT OF TRADITIONAL AND MODERN MIDRISE BUILDINGS IN THE AFTERMATH OF 2015 NEPAL EARTHQUAKE |
|---|
P Neelima, C Rajaram, R K Pradeep and D Srinagesh |
DETERMINATION OF GEOPHYSICAL PARAMETERS OF HIMALAYAN REGION |
|---|
J. Macedo, J. Bray and T. Travasarou |
SIMPLIFIED PROCEDURE FOR ESTIMATING SEISMIC SLOPE DISPLACEMENTS IN SUBDUCTION ZONES |
|---|
M. Hori, T. Ichimura, L. Wijerathne, H. Ohtani, J. Chen and K. Fujita |
Integrated Earthquake Simulation for Hazard and Disaster Assessment of Urban Area Using High Performance Computing |
|---|
A.A. Gómez-Capera, M. Stucchi, M. Arcila, M. Bufaliza, J. Choy, E. Minaya, L. Leyton, M. Pirchiner, H. Rendón, L. Rodriguez, A. Sarabia, H. Tavera H. Yepes |
UPDATED EARTHQUAKE CATALOGUE FOR SOUTH AMERICA: TIME WINDOW PRE-1964 |
|---|
P.F. Parra and J.P. Moehle |
STABILITY OF SLENDER WALL BOUNDARIES UNDER NON-UNIFORM STRAIN PROFILES |
|---|
L. Van Den Einde, S. Fatima, T. Anagnos, H. Tremayne, B. Welliver, Y. Wang, L. Tobin |
Creating an Advocacy Network for improved School Earthquake Safety |
|---|
Y. Saeki, Y. Ohya, E. Kohama, and S. Sato |
EVALUATION METHOD OF SEISMIC DEFORMATION FOR AIRPORT BASIC FACILITIES ON GRID-TYPE IMPROVED GROUND |
|---|
A. Hortacsu, M. Phipps, J. Gillengerten and M. Mahoney |
BUILDING AND NONSTRUCTURAL COMPONENT PERFORMANCE IN THE 2014 SOUTH NAPA EARTHQUAKE |
|---|
I. Hata, K. Takamatsu, Y.Hondo and R.Kuroda |
RESEARCH ON SEISMIC RETROFIT USING ADDITIONAL OUTSIDE FRAME WITH BUILT-IN DYNAMIC MASS AND DAMPERS |
|---|
M. Reyes, F. Miura |
PERFORMANCE AND EVALUATION OF DISASTER IMAGINATION GAME (DIG) IN CHILE |
|---|
K. Wada, K. Sakai and Y.Murono |
Evaluation of damping properties of reinforced concrete bridges and viaducts based on vibration measurement |
|---|
S. Swensen, G. Deierlein, E. Miranda, B. Fell, C. Acevedo and E. Jampole |
PERFORMANCE-BASED SEISMIC ASSESSMENT OF A WOOD-FRAME HOUSE WITH STRENGTH AND STIFFNESS ENHANCEMENTS |
|---|
R. Tanaka, M. Iiba, K. Kobayashi, S. Sasaki, T. Hirade and H. Kashiwa |
Study on damage to cast-in-place reinforced concrete piles during the 1995 Hyogo-ken Nanbu Earthquake in Japan |
|---|
A. Hisagi and T. Ishikawa |
Preparation situation to storing supplies for disasters against residents of high-rise condominiums apartments in Tokyo, Japan |
|---|
F. Barbagallo, I. Hamashima, H. Hu, L. Zhang, M. Kurata, M. Nakashima |
EXPERIMENTAL INVESTIGATION ON DYNAMIC BEHAVIOUR OF FREE-STANDING FRAMES WITH FRICTION |
|---|
Y.Z. Totoev |
ENERGY DISSIPATION IN INNOVATIVE EARTHQUAKE RESISTANT MASONRY INFILL PANELS MADE OF SEMI INTERLOCKING BRICKS |
|---|
Abhishek Kumar, Harinarayan NH, and Olympa Baro |
EFFECTS OF EARTHQUAKE MOTION AND OVERBURDEN THICKNESS ON STRAIN BEHAVIOR OF CLAY AND SANDY SOILS |
|---|
L. ZHANG, M. KURATA, M. SATO, and T. TAKEDA |
DESIGN AND PHYSICAL TESTING OF BIAXIAL MINIMAL-DISTURBANCE ARM DAMPER FOR SEISMIC REHABILITAION |
|---|
Y. Miyajima , I. Hata ,M. Mashimo, M. Ogihara, T. Ishida |
Response Control Systems by Tuned Dynamic Mass System for a 200-meter-tall tower-supported steel stack structure |
|---|
J. YI and J. LI |
Shake Table Studies of Seismic Damage and Failure Mode of a Single Tower Cable-stayed Bridge |
|---|
Z. Chegini and A. Palermo |
QUASI-STATIC TESTING OF A LARGE-SCALE BRIDGE WITH DISSIPATIVE CONTROLLED ROCKING CONNECTIONS IN THE SUPERSTRUCTURE |
|---|
J. Cook, G.W. Rodgers, G.A. MacRae and J.G. Chase |
TESTING AND MODELLING OF PROTOTYPE TENSION-ONLY SEISMIC ENERGY DISSIPATION DEVICES |
|---|
M. Molavi, M. Ghafory-Ashtiany, S. Arian-Moghaddam |
Evaluation of strong ground motion record selection & scaling methods in case of regular and irregular generic frames |
|---|
FT. Tang, HJ. Ma and J. Song |
Study on the Late Quaternary Activity of Chenghai Fault Zone |
|---|
B. Sitler, G. MacRae, T. Takeuchi, R. Matsui, B. Westeneng, A. Jones |
BUCKLING RESTRAINED BRACE CONNECTION AND STABILITY PERFORMANCE ISSUES |
|---|
TT. Nhan, H. Matsuda and H. Sato |
PORE WATER PRESSURE AND SETTLEMENT INDUCED BY MULTI-DIRECTIONAL CYCLIC SHEAR OF HIGH PLASTICITY CLAY |
|---|
Cheol-Ho Lee and Sung-Yong Kim |
Seismic Retrofit of Welded Steel Moment Connections with Highly Composite Slabs |
|---|
D. Huang and G. Wang |
STOCHASTIC MODELING OF GROUND MOTIONS MATCHING SPECTRAL ACCELERATION, CUMULATIVE ARIAS INTENSITY AND DURATION |
|---|
M. Ghafory-Ashtiany and S. Arian-Moghaddam |
A REVIEW OF THE IMPLEMENTATION OF IRANIAN NATIONAL BUILDING CODE; CURRENT CHALLENGES AND FUTURE DIRECTIONS |
|---|
K. Kuribayashi, T. Hara, H. Hazarika, K. Takezawa and D. Shinagawa |
Damage analysis of a compound retaining wall collapsed during the 2014 earthquake in Northern Nagano |
|---|
YU. Shizhou |
Investigation and Analysis of Building Structures Damaged in Nepal Ms8.1 Earthquake on April 25th, 2015 |
|---|
E. Viallet, N. Humbert and P. Mottier |
UPDATING OF A PSHA BASED ON BAYESIAN INFERENCE WITH HISTORICAL MACROSEISMC INTENSITIES |
|---|
A. R. Vijayanarayanan, Rupen Goswami and C. V. R. Murty |
SIMPLE LINEAR ELASTIC STATIC ANALYSIS PROCEDURE TO ATTAIN DESIRED COLLAPSE MECHANISM FOR MOMENT RESISTING FRAMES |
|---|
Tsoggerel Tsamba, Masato Motosaka, Susumu Ohno, Dashjamts Dalai, Ninjgarav Enebish and Battulga Batkhuu |
REAL-TIME STRONG MOTION NETWORK WITH STRUCTURAL HEALTH MONITORING
FUNCTION IN ULAANBAATAR, MONGOLIA |
|---|
A. Agrawal, A. Bhalkikar, P. Ramancharla |
WEB APPLICATION FOR VULNERABILITY ASSESSMENT |
|---|
H. Imai, T. Narafu, K. Sakoda, Y. Ishiyama, Y. Kamemura |
A Study on Approach for Risk Reduction of Non-engineered Houses in Japan through Building Regulation System |
|---|
H. Yamamoto, R. Kojima and T. Kimata |
Behavior of small building foundations with raft and box confinement during liquefaction by using cyclic simple shear test in 1-G |
|---|
Y. Ohya, A. Nozu, N. Yoshida, E. Kohama, T. Sugano |
EVALUATION OF ACCURACY OF SEISMIC RESPONSE ANALYSIS OF GROUND USING RADAR CHART |
|---|
H. Yamada, H. Miura and K. Ebisawa |
Improvement of the component fragility evaluation method considering dynamic nonlinear characteristics of the building on seismic PRA of nuclear power plant |
|---|
F. Tork Ladani, G. MacRae, G. Chase, G. C. Clifton
|
FLEXURAL PROPERTIES OF BOLTED WIDE FLANGE COLUMN SPLICES |
|---|
Pu Yang, Yingbin Sun, Jun Han, Chongbo Shi |
An Equivalent Design Method to Improve Seismic performance of Step-terrace RC Moment Frames by Viscous Dampers |
|---|
B. Westeneng, C.-L. Lee, G. MacRae and A. Jones |
OUT-OF-PLANE BUCKLING BEHAVIOUR OF BRB GUSSET PLATE CONNECTIONS |
|---|
K. Tanaka and T. Sato |
Evaluation of inhomogeneous structures in seismic propagation path in Japan based on the fractal characteristic of observed earthquake motion phase |
|---|
T. Isakovic, B. Zoubek, M. Fischinger |
DESIGN PROCEDURES FOR TYPICAL CLADDING PANEL CONNECTIONS IN RC PRECAST BUILDINGS |
|---|
Haizhong ZHANG, Takasuke SAITO and Yan-Gang ZHAO |
A Response Spectrum Method for Surface Strata Site Amplification |
|---|
K. Watanabe and J. Koseki |
THE EFFECT OF SEISMIC STABILITY OF RETAINING WALL ON SEISMIC EARTH PRESSURE |
|---|
S. J. Menegon, J. L. Wilson, N. T. K. Lam and E. F. Gad |
EXPERIMENTAL ASSESSMENT OF RC WALLS AND BUILDING CORES IN REGIONS OF LOWER SEISMCITY |
|---|
Y. Koetaka and Y. Sakamoto |
SHAKING TABLE TEST OF TWO-STORY STEEL MOMENT FRAME WITH SEISMIC FLOOR SYSTEM |
|---|
Shuang Li, Mengmeng Gao, Changhai Zhai and Lili Xie |
THE SEISMIC RESPONSE ANALYSIS OF AP1000 NUCLEAR ISLAND SHIELD BUILDING CONSIDERING FSI |
|---|
H.P. Ding, J. Liao, Y.Y. Yu and Z.F. Zheng |
Effect of scarp topography on seismic ground motion under inclined P wave |
|---|
T. Tojo and S. Nakai |
A STUDY ON DYNAMIC BEHAVIOR OF MEDIUM-RISE BUILDING WITH PILE FOUNDATION SUPPORTED BY DIFFERENT DIAMETER PILES |
|---|
B. Li and T.P. Pham |
SEISMIC PERFORMANCE ASSESSMENT OF L-SHAPED REINFORCED CONCRETE COLUMNS |
|---|
E. Lim and N. Chouw |
INFLUENCE OF THE SUPPORT CONDITIONS ON THE SEISMIC PERFORMANCE OF SECONDARY STRUCTURES |
|---|
H.H. Tsang, F. Wenzel and J.E. Daniell |
RESIDUAL FATALITY RISK ESTIMATES FOR SETTING EARTHQUAKE SAFETY REQUIREMENT |
|---|
S. Alizadeh, G.A. MacRae, D. Bull and G.C. Clifton |
IN-PLANE DIAPHRAGM ISSUES FOR STEEL BUILDINGS IN SEISMIC ZONES |
|---|
N. Takahashi |
INFLUENCE OF LOADING RATIO ON QUANTIFIED VISIBLE DAMAGES OF R/C STRUCTURAL MEMBERS |
|---|
C. Xu, ZP. Wen |
Vulnerability Assessment of RC Frames Based of Alternative Intensity Measures Considering the Characteristic of Pulse Like Ground Motions |
|---|
C. Kun, L. Jiang and N. Chouw |
EFFECT OF POUNDING AND SOIL-STRUCTURE INTERACTION ON THE SEISMIC RESPONSE OF SKEWED BRIDGE |
|---|
Soshi Nakamura, Takuya Suzuki, Takaki Tojo, Shingo Asahara, Takuya Kinoshita and Naohiro Nakamura |
ANALYTICAL STUDY OF THE EVALUATION PROCEDURE AND EFFECT WHEN BASE-ISOLATED BUILDING COLLIDES WITH RETAINING WALL |
|---|
F. Najam and P. Warnitchai |
A MODIFIED RESPONSE SPECTRUM ANALYSIS PROCEDURE TO DETERMINE NONLINEAR SEISMIC DEMANDS OF HIGH-RISE BUILDINGS WITH SHEAR WALLS |
|---|
D. Gargaro, C. Rainieri and G. Fabbrocino |
A step towards the implementation of a Smart Health Facility: vibration-based identification and monitoring of structures and equipment |
|---|
T. Ghosh Mondal, S. R. Kothamuthyala and S. S. Prakash |
AN IMPROVED HYSTERESIS MODEL FOR CIRCULAR REINFORCED CONCRETE COLUMNS UNDER CYCLIC TORSIONAL LOADING |
|---|
G. Ozdemir and B. Bayhan |
VARIATION OF DAMPING REDUCTION FACTORS USED IN DESIGN OF ISOLATED STRUCTURES DUE TO GROUND MOTION DIRECTIONALITY |
|---|
SUN Dezhang, WANG Xu, SUN Baitao, LEI Huan-zhen and ZHANG Ren-peng |
SENSITIVITY ANALYSIS OF LOAD FACTOR FOR BRIDGE DESIGN BASED ON EARTHQUAKE AND TRUCK LOADS |
|---|
M.J. Hashemi, H.H. Tsang, P. Rajeev, R. Al-Mahaidi, J.L. Wilson and E.F. Gad |
Reliable Collapse Risk Assessment through Hybrid Simulation |
|---|
R. Paolucci, I Mazzieri, A. G. Ozcebe, C. Smerzini, M. Stupazzini and M. Infantin |
3 D Physics - Based Earthquake Scenarios in Istanbul for Seismic Risk Assessment |
|---|
SJ. Wang, WC. Lin, JS. Hwang, BW. Huang |
HYSTERETIC BEHAVIOR OF HIGH-DAMPING RUBBERS UNDER NON-PROPORTIONAL PLANE LOADING |
|---|
H. Matsuda, TT. Nhan and H. Sato |
EFFECTS OF CYCLIC SHEAR DIRECTION ON EARTHQUAKE-INDUCED PORE WATER PRESSURE AND SETTLEMENT OF CLAY LAYER |
|---|
A.J. Carr, A.M.Puthanpurayil, O.Lavan and R.P. Dhakal |
DAMPING MODELS FOR INELASTIC TIME-HISTORY ANALYSES-A PROPOSED MODELLING APPROACH. |
|---|
Y. Sato, T. Ishikawa and D. Takabatake |
Seismic Performance of a Steel Transmission Tower during the 2011 Great East Japan Earthquake |
|---|
S.L. Wu, B. Charatpangoon, J. Kiyono, Y. Maeda, T. Nakatani and S.Y. Li |
Near-fault Ground Displacement for Seismic Design of Bridge Structures |
|---|
C. Michel, P. Hannewald, P. Lestuzzi, D. Fäh, S. Husen and M. Roth |
EARTHQUAKE SCENARIOS FOR SCHOOL BUILDINGS IN THE CITY OF BASEL (SWITZERLAND) |
|---|
K. Tatbata, H. Nakazawa and K. Kajiwara |
E-DEFENSE IMPROVED PERFORMANCE AND POSSIBLE GEOTECHNICAL MODEL TESTS ON LIQUEFACTION BEHAVIORS FOR SATURATION EVALUATION |
|---|
C. Cauzzi, D. Fäh, D. Wald, J. Clinton and S. Wiemer |
RAPID ESTIMATES OF EARTHQUAKE-INDUCED MASS MOVEMENTS AND LIQUEFACTION LIKELIHOODS IN SWITZERLAND VIA SHAKEMAP |
|---|
T. Matsumaru, T. Sato and A. Kudo |
NUMERICAL STUDY ABOUT EFFECT OF DISTRIBUTION OF THICKNESS AND STRENGTH OF LIQUEFIABLE LAYER ON GROUND DEFORMATION |
|---|
K. Iiyama, H. Morikawa and S. Hirose |
Unexpected fluctuation in seismic response accompanied by model uncertainty in numerical simulation |
|---|
R. Fukuda and H. Kurino |
HIGHLY EFFICIENET SEMI-ACTIVE OIL DAMPER FOR STRUCTURAL CONTROL WITH ENERGY RECOVERY SYSTEM |
|---|
H. Fujitani, Y. Mukai, S. Yoshida, M. Ito, Y. Sato |
Verification of seismic response reduction by real-time hybrid simulation of a mid-story isolation with a magnetorheological rotary inertia mass damper |
|---|
C. Aristizábal, P-Y. Bard and C. Beauval |
SITE-SPECIFIC PSHA: COMBINED EFFECTS OF SINGLE STATION SIGMA, HOST-TO-TARGET ADJUSTMENTS AND NON-LINEAR BEHAVIOR |
|---|
N. Nojima and H. Kato |
MODELING POST-EARTHQUAKE SERVICEABILITY OF RAILWAY SYSTEMS BASED ON THE DATABASE OF THE GREAT EAST JAPAN EARTHQUAKE DISASTER |
|---|
S. Setoguchi, E. Kohama, K. Kusunoki and T. Sugano, |
MODEL SHAKE TESTS AND NUMERICAL ANALYSIS ON SEISMIC BEHAVIOR OF GRAVITY TYPE QUAY WALL USING A COARSE-GRAINED ROCK WASTE |
|---|
W. Eltahawy, K. Ryan, S. Cesmeci and F. Gordaninejad |
FUNDAMENTAL DYNAMICS OF 3-DIMENSIONAL SEISMIC ISOLATION |
|---|
H. Nakazawa, K. Nagao, K. Tabata, S. Maeda, A. Susami and M. Jinguuji |
SHAKE TABLE TESTS ON QUALITY EVALUATION PROCEDURE FOR AN UNSATURATION METHOD FOR LIQUEFACTION CONUTERMEASURES |
|---|
T.M. Ferreira, R. Maio and R. Vicente |
VULNERABILITY ASSESSMENT OF THE OLD CITY CENTRE OF HORTA, PORTUGAL: CALIBRATION AND APPLICATION OF A SCORING METHOD |
|---|
Tomohisa Mukai, Toshikazu Kabeyasawa, Masanori Tani, Haruhiko Suwada, Hiroto Kato and Hiroshi Fukuyama |
FULL-SCALE STATIC LOADING TEST ON A FIVE STORY REINFORCED CONCRETE BUILDING (PART3: Pushover Analysis) |
|---|
M. B. Waris, H. Saeed, K. S. Al-Jabri and I. El-Hussain |
COMPARISON OF OMAN SEISMIC CODE FOR BUILDINGS WITH INTERNATIONAL COUNTERPARTS |
|---|
K. Ryan, H. Zargar, J. Marshall and T. Rawlinson |
Experimental Validation of a Gap Damper to Control the Displacement Demands in a Seismically Isolated Building |
|---|
N. Glinsky and E. Bertrand |
Numerical Investigation of Topographical Site Effects: Parametric Study on Simplified Geometries and Impact of the Inner Geological Structure |
|---|
M. Kosic, M. Dolšek and P. Fajfar |
PUSHOVER-BASED RISK ASSESSMENT METHOD: A PRACTICAL TOOL FOR RISK ASSESSMENT OF BUILDING STRUCTURES |
|---|
C. I. Nievas and T. J. Sullivan |
AN ALTERNATIVE SEISMIC HAZARD DEFINITION FOR STRUCTURES SENSITIVE TO BI-DIRECTIONAL EARTHQUAKE EXCITATION |
|---|
H. Gibson, B. Akhgar, I. Hajirasouliha, R. Garcia, Z. Ozdemir and K. Pilakoutas |
A Situational Awareness Framework for Improving Earthquake Response, Recovery and Resilience |
|---|
K. Nagao, S. Maeda, A. Susami, M. Jinguuji, N. Suemasa, H. Nakazawa and K. Tabata |
FIELD AND LABORATORY VERIFICATIONS OF QUALITY EVALUATION PROCEDURE FOR AN UNSATURATION METHOD FOR LIQUEFACTION COUNTERMEASURES |
|---|
Y. Zhou, F. Shi X. S.Deng |
Experimental Study on Properties of High-damping Rubber Damper |
|---|
S. Lin, P. Gao, Z.C. Lu, Z.L. Liu and Y.H. Sun |
Analysis of electric loop in 1000KV UHV substation on anti-seismic and wind-resistance performance |
|---|
Chun-Hsiang Kuo, Kuo-Liang Wen and Che-Min Lin |
Site Effect Study in Taiwan Using the Surface-Downhole Seismic Stations |
|---|
B. Chaudhary, H. Hazarika and K. Nishimura |
STABILITY OF BREAKWATER FOUNDATION UNDER EARTHQUAKES AND TSUNAMIS: CENTRIFUGE TESTS |
|---|
Y. Liu, J.S. Kuang and N. Zhang |
Design spectrum-based evaluation of seismic demand of tall buildings |
|---|
C. Petrone, G. Magliulo, L. Giannetti and G. Manfredi |
STRESS-STRAIN BEHAVIOR OF PLASTERBOARDS SUBJECTED IN TENSION AND COMPRESSION |
|---|
I. Hajirasouliha, K. Pilakoutas and H. Moghaddam |
OPTIMUM SEISMIC LOAD DISTRIBUTION FOR PERFORMANCE-BASED DESIGN OF MULTI-STOREY STRUCTURES ON DIFFERENT SOIL PROFILES |
|---|
J. Xu |
A novel time continuous p-Galerkin (TCG) scheme with 2p-order accuracy for seismic dynamic analysis |
|---|
Y.YAMAZAKI,K.TANAKA ,Y.TASHIRO,M.WAKATAKE, A.ITO Q.ZHANG, T.SUZUKI and G.SHOJI |
ANALYSIS OF TELECOMMUNICATION CONDUIT DAMAGES IN THE GREAT EAST JAPAN EARTHQUAKE, AND EFFECTIVE LINING REPAIR TECHNOLOGY |
|---|
H. Kawabe, Y. Miyamoto and S. Tanaka |
Long period ground motion prediction in the Osaka basin for future Nankai Trough Earthquake |
|---|
H. Sugino, Y. Iwabuchi and F. Imamura |
SCENARIO TSUNAMI SOURCE MODELING AND PROBABILISTIC TSUNAMI HAZARD ASSESSMENT METHOD |
|---|
S. Takatsu, M. Numada and K. Meguro |
Evacuation facility simulation system "COCOA |
|---|
A. Tsitos and A.Y. Elghazouli |
EVALUATION OF LOADING PROTOCOLS FOR ASSESSING LOCAL SEISMIC DEMANDS IN STEEL BUILDINGS DESIGNED TO EC8 |
|---|
S. Nagai, M. Maruta, S. Miyazaki, S. Ota, T. Iwakura , T. Mihara |
Experimental Study on Reinforced Concrete Beams with Web Openings |
|---|
T. Inubushi, Y. Miyamoto, T. Yamashita and T. Enomoto |
Analytical Study on Simple Modeling for Lateral Resistance of Retaining Wall in Collision with a Base-Isolated Structure |
|---|
J. Sakuta, T. Kiyohara, A. Tasai, T. Nakanishi , T. Yamaguchi and T. Adachi |
EXPERIMENTAL STUDY ON HORIZONTAL REINFORCING EFFECTS AT RC EXTERIOR BEAM-COLUMN JOINTS WITH MECHANICAL ANCHORS |
|---|
K. J. Chen, C. J. Shao, Y. Xu, Y. Z. Hu, Y. J. Qian, G. Q. Han , N. C. Han and X. Zuo |
SEISMIC PERFORMANCE OF A CLASS OF LONG-SPAN HIGH-SPEED RAILWAY UPPER-DECK ARCH BRIDGE UNDER INTENSE EARTHQUAKE |
|---|
Qing. Zeng and Elias G. Dimitrakopoulos |
Seismic Response Analysis of an Interacting Train-Bridge System considering Derailment |
|---|
A.ITO, K.TANAKA, Y.TASHIRO, M.WAKATAKE, Q.ZHANG, M. KANAYAMA, F. SUGINO, T.SUZUKI, G.SHOJI |
DEVELOPMENT OF EARTHQUAKE DAMAGE ESTIMATION METHOD OF TELECOMMUNICATION CONDUITS BY CONSIDERING LAYING CONDITIONS |
|---|
M. Raghunandan and A. Liel |
AFTERSHOCK COLLAPSE VULNERABILITY ASSESSMENT OF AN OLDER REINFORCED CONCRETE FRAME |
|---|
S. Bijukchhen, N. Takai, M. Shigefuji M. Ichiyanagi and T. Sasatani |
STRONG MOTION OBSERVATION AND DAMAGE ASSESSMENT IN KATHMANDU, NEPAL AFTER APRIL 25, 2015 GORKHA EARTHQUAKE |
|---|
E. S. Georgescu, V. Meita, I. G. Craifaleanu , C. S. Dragomir and D. Dobre |
SCIENCE FOR EARTHQUAKE AWARENESS IN ROMANIA: EXPERIENCE OF URBAN-INCERC AND ECBR |
|---|
K. Shigekawa, S. Tanaka, S.Sato and K.Koumoto |
Analyzing Life Restoration Processes of Victims in Temporary Housing and How Public Aid Should Function -Survey from the East Japan Earthquake- |
|---|
Y. Lu and R.S. Henry |
MINIMUM VERTICAL REINFORCEMENT IN DUCTILE REINFORCED CONCRETE WALLS |
|---|
A. Mehrotra and M.J. DeJong |
A MODELLING TOOL FOR DYNAMIC ANALYSIS OF MASONRY COLLAPSE MECHANISMS |
|---|
K. Kaatsiz, F.S. Alici and H. Sucuoglu |
GENERALIZED PUSHOVER ANALYSIS FOR TORSIONALLY COUPLED SYSTEMS |
|---|
M. Numada and K. Meguro |
Development of the knowledge-based disaster management system “BOSS” for Japanese standard system |
|---|
Jae-Soon Choi |
Korean Liquefaction Hazard Map in Real Time |
|---|
Y. Tanabe and Y. Ishikawa |
FLEXURAL PERFORMANCE OF SLENDER HIGH STRENGTH STEEL FIBER REINFORCED CONCRETE COLUMS UNDER AXIAL AND LATERAL LOADINGS |
|---|
A.Som and D.Das |
DECENTRALIZED SLIDING MODE CONTROL OF OFFSHORE JACKET PLATFORM SUBJECTED TO EARTHQUAKE EXCITATIONS |
|---|
X. Lin, H. Zhang, Z. Qu, T. Wang and B. Sun |
Lessons learned from damage of the owner-built RC frames in the 2015 Nepal earthquakes |
|---|
N. Zhang, J.S. Kuang and S. Mogili |
CYCLIC BEHAVIOUR OF REINFORCED CONCRETE BEAM-COLUMN KNEE JOINTS |
|---|
A. Hamada, T. Fukuhara, H. Ikeda and N. Kondou |
Innovative Seismic Retrofit Technique for Existing RC Buildings Using External Corrugated Steel Plate Walls |
|---|
K. CHEN, Y X.YU, M T. GAO and C C. KANG |
Research on Shakemap of Peak Ground Acceleration with Bias Correction for Ludian Ms6.5 earthquake on 3 Aug 2014 |
|---|
I.K. Fontara, K. Kostinakis and A. Athanatopoulou |
CORRELATION BETWEEN STRUCTURE-SPECIFIC INTENSITY MEASURES OF SITE-DEPENDENT MOTIONS AND FRAME RESPONSE |
|---|
M. Oliaee |
A PERFORMANCE-BASED EVALUATION OF INFILL-CONTROLLED LIMIT STATES IN MODERN EUROPEAN RC FRAME STRUCTURES |
|---|
M. Stupazzini, M. Infantino, A. Allmann, M.Kaeser, R. Paolucci, I. Mazzieri and C. Smerzini |
PSHAe (PROBABILISTIC SEISMIC HAZARD ASSESSMENT ENHANCED): THE CASE OF ISTANBUL |
|---|
Yushi Wang, Xiaomei Yang and Xiaojun Li |
APPLICATION OF H/V METHOD IN A SAMLL-SCALED BASIN |
|---|
V.H. Akansel, A. Yakut and J. P. Moehle, |
EFFECT OF INFILL WALLS ON STRUCTURAL BEHAVIOR OF RC BUILDINGS WITH VERTICAL IRREGULARITIES |
|---|
S. Penmellen Boret and A. Shibayama |
LEARNING FROM EARTHQUAKE MEMORIALS: THE CASE OF THE GREAT EAST JAPAN DISASTER |
|---|
A. Shibayama, S. Boret, S. Sato and F. Imamura |
The Roles of Archiving in Earthquake Studies: The Case of the Great East Japan Earthquake |
|---|
A. Dib, M. Palermo, S. Silvestri and T. Trombetti |
EXPERIMENTS ON CRESCENT SHAPED BRACE, A NEW SIMPLE HYSTERETIC BRACING DEVICE |
|---|
S. Marasco and G.P. Cimellaro |
A NEW ENERGETIC BASED GROUND MOTION SELECTION AND MODIFICATION ALGORITHM |
|---|
G.A. MacRae and G.C. Clifton |
New Zealand Research Applications of, and Developments in, Low Damage Technology for Steel Structures |
|---|
E. Ikuta and M. Miyano |
Tsunami Evacuation Risk Evaluation of the Elderly Person based on the Questionnaire Survey |
|---|
T. Taniguchi, D. Okui, T. Nakashima and Y. Yoshida |
ANALYSIS OF TANK ROCKING MOTION BASED ON A SPRING-MASSRIGID-BODY COMBINED MODEL AND MAGNIFICATION FACTOR |
|---|
M. Wakatake, G. Shoji, T. Suzuki, T. Kondo, K. Tanaka |
DAMAGE PREDICTION METHOD OF TELECOMMUNICATION PIPELINE ATTACHED TO ROAD BRIDGES DURING LARGE EARTHQUAKE |
|---|
T. Saito, T. Maegawa, S. Denno, S. Sakai, M. Uchikawa, M. Kanagawa and H. Ryujin |
NEW SEISMIC RESPONSE CONTROL SYSTEM USING BLOCK AND TACKLE |
|---|
P. Singh and G. Mondal |
RESPONSE OF R.C. FRAMES WITH PARTIAL INFILL SUBJECTED TO LATERAL IN-PLANE LOADING |
|---|
J. Žižmond and M. Dolšek |
THE FOMULATION OF RISK-TARGETED BEHAVIOUR FACTOR AND ITS APPLICATION TO REINFORCED CONCRETE BUILDINGS |
|---|
Dhanya J.S, Boominathan Adimoolam & Subhadeep Banerjee |
RESPONSE OF SOIL-TYRE MIXTURE SUBJECTED TO CYCLIC LOADING |
|---|
I. Mualla and B. Belev |
OVERVIEW OF RECENT PROJECTS IMPLEMENTING ROTATIONAL FRICTION DAMPERS |
|---|
Y. Goto and T. Nakasu |
Human Vulnerability Index for Evaluating Tsunami Evacuation Capability of Communities |
|---|
S.A. Faroz, N.N. Pujari, S. Ghosh, J. Ghosh, S. Shekhar |
TIME-VARYING SEISMIC FRAGILITY ASSESSMENT OF A CORRODING RC BRIDGE PIER CONSIDERING NON-UNIFORM CORROSION |
|---|
S. Shin, H. Kim, B. Cho and D. Kim |
Full-scale seismic performance test of a two-story modular frame |
|---|
J. C. Reyes, E. Kalkan, and A. Sierra |
FAST NONLINEAR RESPONSE HISTORY ANALYSIS |
|---|
O. Möller, R. Foschi, J.P. Ascheri, M. Poliotti and S. Grossman |
PROBABILISTIC METHODS IN OPTIMIZATION OF STRUCTURES UNDER EARTHQUAKE EXCITATION |
|---|
C.A. Whyte, K.R. Mackie, G. Abbiati and B. Stojadinovic |
SELECTION OF OPTIMAL TIME-SCALING FOR THERMOMECHANICAL HYBRID SIMULATION |
|---|
R.N. Dubey and Bharathi M |
DYNAMIC RESPONSE OF BATTER PILES |
|---|
N. Yamashita, K. Maegawa, K. Miyawaki, M. Ohta and T. Miura |
EXTRACTION OF THE AGING OF A ROCKING SDOF SYSTEM MODELING THE RC BRIDGE PIER BY USING THE WAVELET TRANSFORM |
|---|
T. T. Deger and D. S. Dreger |
ONE DIMENSIONAL CRUSTAL STRUCTURE OF ISPARTA REGION FROM BROADBAND MODELLING |
|---|
G. Gazic and V. Sigmund |
Seismic assessment of weak masonry infilled r/c frames |
|---|
T. Choudhury and H. B. Kaushik |
A SIMPLIFIED METHOD FOR SEISMIC VULNERABILITY ASSESSMENT OF RC BUILDINGS WITH OPEN GROUND STOREY |
|---|
Gouri Krishna S R, Dixon David, A Meher Prasad and Devdas Menon |
SEISMIC BEHAVIOUR OF GFRG - OGS BUILDING SYSTEM – A COMPUTATIONAL STUDY |
|---|
M.Sartori, S.Maraston and I.Zivanovic |
Seismic Retrofitting of the Marmara Basibüyük University Hospital in Istanbul |
|---|
G. Lanzano, M. D’Amico, R. Puglia, M. Santulin, C. Felicetta, A.A. Gomez-Capera, E. Russo, M.M. Tiberti, G. Tusa and A. Scaltrito |
HYPSTHER PROJECT: HYBRID GROUND MOTION PREDICTION EQUATIONS FOR PSHA PURPOSES |
|---|
S. Kono, C. Netrattana, H. Watanabe, M. Tani and M. Sakashita |
ULTIMATE DRIFT CAPACITY FOR SLENDER RC WALLS |
|---|
S. Owa and K. Ikeda |
Remaining Bond Strength of Adhesive Post-installed Rebar of Injection Type After Fire |
|---|
H. Kitamoto |
Fundamental Study on Evacuation Center Planning in Tsuyama City |
|---|
M.Sartori and C.Galli |
SEISMIC PROTECTION OF THE SOUTHERN BRANCH OF THE NATIONAL PALACE MUSEUM, TAIWAN |
|---|
J.E. Woods, D.T. Lau, C.A. Cruz-Noguez, and I.K. Shaheen |
REPAIR OF EARTHQUAKE DAMAGED SQUAT REINFORCED CONCRETE SHEAR WALLS USING EXTERNALLY BONDED CFRP SHEETS |
|---|
H. Behnam, J.S. Kuang and Q. Huang |
REINFORCED CONCRETE EXTERIOR WIDE AND CONVENTIONAL BEAM-COLUMN JOINTS UNDER EARTHQUAKE-TYPE LOADING |
|---|
M. Lkhagvasuren, J.H.Ha, H.J.Park and D.S.Kim |
EFFECT OF SOIL-FOUNDATION-STRUCTURE INTERACTION ON SEISMIC STRUCTURAL RESPONSE USING DYNAMIC CENTRIFUGE TEST |
|---|
B. Zoubek, M. Fischinger and T. Isakovic |
INFLUENCE OF BEAM-COLUMN DOWEL CONNECTION DETAILING ON THE SEISMIC FRAGILITY OF PRECAST INDUSTRIAL BUILDINGS |
|---|
H. Kyuke, Y. Sato and K. Kobayashi |
STUDY ON METHOD FOR EVALUATING 3-COMPONENT OF S-WAVES IN SEDIMENTARY LAYERS |
|---|
Wenjie. Wang, Nawawi. Chouw |
Experimental study of flax fibre reinforced polymer (FFRP) strengthened concrete plate under impact loading |
|---|
C. Cauzzi, P. Gasparini, S. Wiemer, J. Zschau & REAKT-WP7 |
REAL-TIME RISK MITIGATION TO CRITICAL INFRASTRUCTURES IN EUROPE: RECENT EXPERIENCES AND OUTLOOK. |
|---|
H. Araki and Y. Segawa |
Seismic Performance of Actual Members Retrofitted with Epoxy Resin Injection |
|---|
M. Fischinger, T. Isakovic and B. Zoubek, |
SECOND LINE BACK-UP SYSTEMS FOR THE SEISMIC PROTECTION OF CLADDING PANELS IN RC PRECAST INDUSTRIAL BUILDINGS |
|---|
A. Babic and M. Dolšek |
THE IMPACT OF NON-STRUCTURAL COMPONENTS ON FRAGILITY CURVES OF SINGLE-STOREY INDUSTRIAL PRECAST BUILDINGS |
|---|
Naohiro Nakamura |
IMPROVEMENT OF ENERGY TRANSMITTING BOUNDARY FOR THREE DIMENSIONAL NONLINEAR ANALYSIS |
|---|
E. Lekkas, P. Carydis, S. Mavroulis, E. Skourtsos and I. Taflambas |
INITIAL GEOLOGICAL AND ENGINEERING ASSESSMENT OF THE 2015 NEPAL, GORKHA M7.8 EARTHQUAKE AND ITS SOCIETAL AFTERMATH |
|---|
A. Athanasiou and G. Oliveto |
Correction of acceleration records obtained from free vibration tests on base isolated buildings |
|---|
R. Guragain, S.N. Shrestha, D. K. Maharjan and S. Pradhan |
BUILDING DAMAGE PATTERNS OF NON-ENGINEERED MASONRY AND REINFORCED CONCRETE BUILDINGS DURING APRIL 25, 2015 GORKHA EARTHQUAKE IN NEPAL |
|---|
F.S. Alici and H. Sucuoglu |
PREDICTION OF INPUT ENERGY SPECTRUM: ATTENUATION MODELS AND VELOCITY SPECTRUM SCALING |
|---|
N.C. Van Engelen, M.J. Tait and D. Konstantinidis |
Experimental Testing of Partially Bonded Fiber-Reinforced Elastomeric Isolators |
|---|
M. Kohrangi, D. Vamvatsikos and P. Bazzurro |
A record selection methodology for vulnerability functions consistent with regional seismic hazard for classes of buildings |
|---|
E. Koufoudi, E. Chaljub, F. Dufour, I. Douste-Bacqué, S. Roussel, P.Y Bard, and N. Humbert, E. Robbe and E. Bourdarot |
EXPERIMENTAL INVESTIGATION OF SPATIAL VARIABILITY OF GROUND MOTIONS – MONITORING OF AN ARCH DAM |
|---|
Y. S. Yang, J. E. Woods, and D. T. Lau |
IMAGE ANALYSIS METHOD FOR OBSERVING CRACK, STRAIN AND DISPLACEMENT FIELDS IN RC STRUCTURAL EXPERIMENTS |
|---|
A. Imtiaz, V. Perron, A. Svay, F. Hollender, P-Y. Bard and N. Theodoulidis |
WAVEFIELD CHARACTERISTICS AND COHERENCY OF SEISMIC GROUND MOTION FROM A ROCKSITE AT ARGOSTOLI GREECE |
|---|
G. Tanircan, Y. Kaya and H. Alcik |
A LOW COST ACCELEROMETER NETWORK FOR GENERATION OF SHAKE MAPS |
|---|
Y. Sumer |
DETERMINING PLASTIC HINGE LENGTH OF HIGH PERFORMANCE RC BEAMS |
|---|
C. Li, H. Hao and X. Zhang |
CYCLIC TESTS OF PRECAST SEGMENTAL CONCRETE COLUMNS WITH UNBONDED POST-TENSIONED TENDONS |
|---|
T.Miyamoto and R.Honda |
SETTING DESIGN GROUND MOTION REFLECTING INFOREMATION OFA SET OF OBSERVED AND SIMULATED GROUND MOTIONS BASED ON DATA-DRIVEN APPROACH |
|---|
F. Lopez-Caballero and S. Montoya-Noguera |
NUMERICAL MODELING OF DISCRETE SPATIAL HETEROGENEITY IN SEISMIC RISK ANALYSIS: APPLICATION TO TREATMENT OF LIQUEFIED SOIL FOUNDATIONS |
|---|
S.J. Brandenberg, E. Agapaki, G. Mylonakis, and J.P. Stewart |
SEISMIC EARTH PRESSURES EXERTED ON RIGID WALLS BY VERTICALLY HETEROGENEOUS SOIL USING WINKLER METHOD |
|---|
D. K. Zimos, P. E. Mergos and A.J. Kappos |
SIMULTANEOUS SHEAR AND AXIAL FAILURE OF REINFORCED CONCRETE COLUMNS OF EXISTING SUBSTANDARD BUILDINGS |
|---|
G. Bongiovanni, G. Buffarini, P. Clemente, F. Saitta, A. De Sortis, M. Nicoletti, G. Rossi and F. Scafati |
EXPERIMENTAL DYNAMIC BEHAVIOUR OF HISTORICAL BUILDINGS: THE PALAZZO MARCHESALE IN S. GIULIANO DI PUGLIA, ITALY |
|---|
A. Furtado, H. Rodrigues, A. Arêde and H. Varum |
Characterization of the out-of-plane behaviour of full-scale masonry infill walls with and without previous in-plane damage: experimental study |
|---|
S. Montoya-Noguera and F. Lopez-Caballero |
COUPLING OF SOIL-STRUCTURE INTERACTION AND NONLINEAR RESPONSE OF LIQUEFIABLE SOILS |
|---|
A. Dongre and R. Pradeepkumar |
EFFECT OF OPENINGS AND ASPECT RATIO ON OVERALL PERFORMANCE OF RC FRAMED BRICK INFILLED BUILDING |
|---|
C. Li, H. Hao and X. Zhang |
ANALYSIS OF PRECAST SEGMENTAL CONCRETE COLUMNS WITH 1 UNBONDED POST-TENSIONED TENDONS UNDER CYCLIC LOADING |
|---|
G. Bongiovanni, G. Buffarini, P. Clemente, F. Saitta, M. De Angelis, A. Boccamazzo and P. Felici |
EXPERIMENTAL SEISMIC BEHAVIOUR OF A PRECAST INDUSTRIAL BUILDING AT THE CIVIL PROTECTION CENTRE IN FOLIGNO, ITALY |
|---|
M. Didier, B. Grauvogl, A. Steentoft, M. Broccardo, S. Ghosh and B. Stojadinovic |
ASSESSMENT OF POST-DISASTER COMMUNITY INFRASTRUCTURE SERVICES DEMAND USING BAYESIAN NETWORKS |
|---|
S.N. Shrestha, N. Shrestha, D.K. Maharjan and A.M. Dixit |
LESSONS FROM RESPONSE ACTIVITIES DURING APRIL 25, 2015 GORKHA EARTHQUAKE |
|---|
L. Sun, B. Stojadinovic and G. Sansavini |
Seismic Resilience of Integrated Critical Infrastructure Network System |
|---|
J. MACABUAG, T. ROSSETTO, IOANNOU,
A. SUPPASRI, D. SUGAWARA, B. ADRIANO, F. IMAMURA, I. EAMES and S. KOSHIMURA |
PROPOSED METHODOLOGY FOR DEFINING OPTIMAL INTENSITY MEASURES FOR EMPIRICAL TSUNAMI FRAGILITY FUNCTIONS |
|---|
Y.T. Zhang, Z. He and Y.F. Yang |
A COMBINATION-TYPE EARTHQUAKE INTENSITY MEASURE FOR SUPER HIGH-RISE BUILDING |
|---|
R. Reyna, T. Saito, T. Matsui and K. Hayashi |
STRESS – STRAIN RELATIONSHIP OF CONCRETE RETROFITTED WITH CARBON FIBER SHEET UNDER CYCLIC LOADING |
|---|
E. Çakti, E. Dar and E. Safak |
RESPONSE OF THREE TALL AND SLENDER STRUCTURES IN ISTANBUL TO A LONG-DISTANCE EARTHQUAKE |
|---|
T.-Y. Wu, S. El-Tawil and J. McCormick |
BEHAVIOR OF STEEL MOMENT FRAMES WITH DEEP COLUMN SECTIONS UNDER SEISMIC LOADING |
|---|
M.Aktas and H.S.Kuyuk |
AN ALTERNATIVE AMPLITUDE BASED NATIONAL EARTHQUAKE EARLY WARNING SYSTEM |
|---|
S. Rajasekharan, M. Numada, and K. Meguro |
Simplified Numerical Model for Seismic Collapse of RC Frame Structures |
|---|
M. R. Islam, A. Inoue and M. S. Rahman |
RETROFITTING DESIGN AND CONSTRUCTION OF MIXED TYPE STRUCTURE WITH RC FRAME AND MASONRY IN DHAKA, BANGLADESH |
|---|
X. Zhao and J. Mitrani-Reiser |
DEVELOPING A MULTI-HAZARD WEIGHTING SCHEME FOR COMMUNITY RESILIENCE INDICATORS |
|---|
H. Watanabe, S. Kono, T. Obara, L. Martinelli, G. Gioia |
DAMAGE EVALUATION OF PRESTRESSED CONCRETE BEAMS POSTTENSIONED WITH UNBONDED TENDONS |
|---|
S. Brzev and T. Hart |
CONFINED MASONRY NETWORK: AN OVERVIEW OF GUIDELINES AND INITIATIVES |
|---|
Hongfu CHEN, Baitao SUN, Mengping ZHANG and Yongbin LIU |
Problems and Countermeasures for the Seismic Safety Project of Chinese Rural Buildings |
|---|
S.-G. Hong, N. K. Hong, B.H. Cho, K.K. Choi and J.E. Cho |
TESTING OF CEILING COMPONENTS UNDER EARTHQUAKES |
|---|
F. De Luca, S. Kythreotis, M. J. Werner and J.P. Verdon |
NATURAL EARTHQUAKES AS PROXIES FOR INDUCED SEISMIC HAZARD AND RISK: COMPARING PEAK AND CYCLIC INELASTIC RESPONSE |
|---|
M.A. Jaimes and G. Candia |
COST-BENEFIT ANALYSIS OF SEISMIC MITIGATION MEASURES FOR WINE BARREL STACKS |
|---|
A. Baratta, I.Corbi and O.Corbi |
MACRO-MODELLING OF QUASI-BRITTLE CONSTRUCTIONS UNDER LATERAL IN-PLANE LOADS |
|---|
D. Lavorato, A.V. Bergami, C. Nuti, B. Briseghella, A. M. Tarantino, S. Santini, Y. Huang and J. Xue |
SEISMIC DAMAGED CHINESE RC BRIDGES REPAIRED AND RETROFITTED BY RAPID INTERVENTION TO IMPROVE PLASTIC DISSIPATION AND SHEAR STRENGTH |
|---|
C.W. Kwak, I.J. Park and D.I. Jang |
Dynamic Analysis of Subsea Tunnel based on the Dynamic Geo-centrifuge Test |
|---|
C. Basdogan and Z. T. Deger |
RELIABILITY OF REINFORCED CONCRETE WALL SHEAR STRENGTH EQUATIONS IN MODERN SEISMIC CODES |
|---|
C. Basdogan and Z. T. Deger |
ESTIMATION OF DEFORMATION CAPACITY OF REINFORCED CONCRETE SHEAR WALLS |
|---|
B. Zhao and Z. Wang |
Engineering Hazard Evaluation of Active Faults and Research on the Method of Tunnel Anti-dislocation |
|---|
E. Budak and H. Sucuoglu |
PERFORMANCE BASED SEISMIC DESIGN OF REINFORCED CONCRETE TALL BUILDINGS |
|---|
Nisha Shrestha, Amod M. Dixit, Surya N. Shrestha and Suman Pradhan |
CHANGING RISK PERCEPTION OF PEOPLE: A KEY FOR ENHANCING BUILDING CODE COMPLIANCE |
|---|
H. S. Kuyuk |
A COMPARISON STUDY ON THE INFRASTRUCTURE OF NATIONAL SEISMIC NETWORKS |
|---|
O. Murao |
RECOVERY CURVES FOR PERMANENT HOUSES AFTER THE 2011 GREAT EAST JAPAN EARTHQUAKE |
|---|
S. Molnar, J. Onwuemeka and S. Adhikari |
USE OF AMBIENT VIBRATION METHODS FOR POST-EARTHQUAKE GEOTECHNICAL RECONNAISSANCE IN KATHMANDU, NEPAL |
|---|
Toshikazu Kabeyasawa, Toshimi Kabeyasawa, Taro Arikawa and Yohei Takayama |
Performance of Soft-first-story Buildings against Earthquake Motions and Tsunami Loadings |
|---|
T.M. Ferreira, H. Rodrigues, R. Vicente and A. Costa |
DEVELOPMENT OF A METODOLOGY FOR THE SEISMIC VULNERABILITY ASSESSMENT OF EXISTING RC BUILDINGS |
|---|
A. Serey, P. Escobar,S. Moya, S. Sepúlveda A. and D. Petley |
Landslide inventory of the 2010 Mw 8.8 Maule earthquake, Central Chile. |
|---|
A. Baratta, I.Corbi and O.Corbi |
SAFETY ASSESSMENT OF QUASI-BRITTLE CRACK STRUCTURES BY SIMILARITY |
|---|
M. Tani, T. Mukai, T. Demizu, S. Kono, H. Kinugasa and M. Maeda |
FULL-SCALE STATIC LOADING TEST ON A FIVE STORY REINFOCED CONCRETE BUILDING (Part2: Damage Analysis) |
|---|
E. Ismael-Hernández, G.López-Arciga and A. Castillo-Bautista |
SEISMIC VULNERABILITY ASSESSMENT OF SCHOOL BUILDINGS IN MEXICO |
|---|
T. Obara, H. Watanabe, S. Kono and T. Okayasu |
DAMAGE CONTROLLING PERFORMANCE OF A FULL SCALE UNBONDED POST-TENSIONED PRECAST CONCRETE BEAM |
|---|
E. Toraman and Prof. Dr. D. N. Ural |
HAZARD ESTIMATION OF EXISTING BUILDINGS IN THE CITIES OF KOCAELI AND ADAPAZARI DUE TO LOCAL SOIL CONDITIONS |
|---|
B. Jin, BR. Jiang, YW. Gao and L. Ye |
ANALYSIS OF SEISMIC RESPONSE OF PASSIVE TANK OF A NEW GENERATION NUCLEAR POWER PLANT |
|---|
S. Kurita, M. Izumi, K. Yoshida and A. Oana |
ADVANCED BUILDING REGULATIONS |
|---|
F. Barbagallo, A. Ghersi, E.M. Marino and P.R. Stramondo |
A DESIGN PROCEDURE FOR SEISMIC UPGRADING OF EXISTING RC FRAMES BY BRBS |
|---|
M. Fasan, A. Magrin, C. Amadio, G.F. Panza, F. Romanelli, F. Vaccari and S. Noè |
A POSSIBLE REVISION OF THE CURRENT SEISMIC DESIGN PROCESS |
|---|
M. Ercolino, C. Petrone, G. Magliulo, A. Guerra and G. Manfredi |
ON THE SEISMIC DESIGN OF ONE-STORY PRECAST STRUCTURES FOR P-? EFFECTS |
|---|
J. A. Gatscher and P. J. Caldwell |
Nonstructural Product Line Certification: The Evolution of Shake-Table Testing to Satisfy International Building Code Requirements |
|---|
Z. Wang and B. Zhao |
Comparison and Revision of the Earthquake Early Warning Methods for Different Regional Seismic Data |
|---|
A. Morales G., P. Ceresa and M. A. Hube |
DUCTILITY AND SHEAR DEMANDS IN REINFORCED CONCRETE BUILDINGS WITH ASYMMETRIC WALLS |
|---|
I. Brás and L. Guerreiro |
A NEW METHODOLOGY FOR THE OPTIMAL PLACEMENT OF DAMPERS ON TALL BUILDINGS |
|---|
B. Adriano, M. Arcila, R. Sanchez, E. Mas, S. Koshimura, P. Arreaga and N. Pulido |
ESTIMATION OF THE TSUNAMI SOURCE OF THE 1979 GREAT TUMACO EARTHQUAKE USING TSUNAMI NUMERICAL MODELING |
|---|
F. Benedetti, V. Rosales and A. Opazo |
CYCLIC BEHAVIOR OF FOUNDATION – WALL CONNECTION IN CROSS LAMINATED TIMBER SHEAR WALLS |
|---|
B. Kim and M. Shin |
MAIN SHOCK-AFTERSHOCK SEQUENTIAL ANALYSIS ON REINFORCED CONCRETE COLUMNS |
|---|
X. Kong and H. Li |
SURFACE MOTION EVALUATION OF TERRACE-SHAPED HILL SUBJECTED TO INCIDENT PLANE SV WAVE USING SPECTRAL ELEMENT METHOD |
|---|
F. Barbagallo, M. Bosco, E.M. Marino, P.P. Rossi and P.R. Stramondo |
SEISMIC UPGRADING OF TYPICAL ITALIAN EXISTING RC FRAMES BY BRBS |
|---|
J.M. Gaspar-Escribano, B. Benito, J. Cervera, S. Martínez Cuevas, Y. Torres, B. Orta, S. Ruiz Barajas, J. J. Arranz, L. E. Quirós, G. Ramírez, J. Armengot, F. García Erviti and A.Humero |
METHODOLOGY FOR AN EFFECTIVE RISK ASSESSMENT OF URBAN AREAS: PROGRESS AND FIRST RESULTS OF THE MERISUR PROJECT |
|---|
G. Dok, M. Aktas and O. Kirtel |
Soil-Structure Interaction in Nonlinear Pushover Analysis of Frame and Shear Wall-Frame RC Structures: Nonhomogeneous Soil Condition |
|---|
K. Mitsuji, M. Motosaka, S. Ohno and M. Tadokoro |
DYNAMIC BEHAVIOR OF A PILE-FOUNDATION BUILDING WITH THE EFFECT OF IRREGULAR PILE-SUPPORTING STRATUM |
|---|
Y. Dohi, Y. Okumura, M. Koyama and J. Kiyono |
ANALYSIS OF THE START OF EVACUATION BY PEOPLE INSIDE A BUILDING DURING THE 2014 IQUIQUE EARTHQUAKE TSUNAMI |
|---|
F. Pavel, R. Vacareanu, I. Calotescu and V. Coliba |
DESIGN DISPLACEMENT RESPONSE SPECTRA FOR SOUTHERN AND EASTERN ROMANIA |
|---|
S. Fukushima |
PROBABILISTIC SEISMIC RISK ANALYSIS OF SYSTEM CONSISTING OF SEVERAL FACILITIES |
|---|
G. Rinaldin, L. Scaramuzza, C. Amadio, M. Fragiacomo |
BEHAVIOUR OF NON AND PARTIALLY RE-CENTERING STRUCTURES UNDER REPEATED GROUND MOTIONS |
|---|
Z. He and T.T. Liu |
SEISMIC RESILIENCE OF LARGE-SPAN LATTICE STRUCTURES |
|---|
Zaid A. Al-Sadoon, Dan Palermo and Murat Saatcioglu |
STRENGTHENING OF DEFICIENT REINFORCED CONCRETE BUILDINGS USING A NEW TYPE OF BUCKLING RESTRAINED BRACE |
|---|
P.M. Powers, N. Shome and M.D. Petersen |
DEAGGREGATION OF UNCERTAINTY IN SEISMIC HAZARD |
|---|
G. Weatherill, M. Pagani and J. Garcia |
Modelling In-slab Subduction Earthquakes in PSHA: Current Practice and Challenges for the Future |
|---|
Tsuyoshi Nemoto, Takenori Hida and Tsuyoshi Takada |
New concept of societal resilience against natural hazards |
|---|
Y. Matsuda, K. Kasai, S. Motoyui and S. Kishiki |
Fundamental Study Using New Test Loading Scheme for Steel Frame Subassembly with Damper Connection Details |
|---|
R.S. Verma, S.K. Deb and A. Borsaikia |
EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF EXTERNAL RC BEAM-COLUMN CONNECTIONS MADE USING RCA |
|---|
M. Hara, G. Shoji and R. Terajima |
SEISMIC WAVEFORMS AT ENGINEERING BEDROCKS BENEATH LIFELINES SUFFERED BY LIQUEFACTION IN THE 2011 OFF THE PACIFIC COAST OF TOHOKU EARTHQUAKE |
|---|
A. Nozu, Y. Murono, Y. Takahashi, M. Akiyama, S. Kataoka and R. Honda |
“ANTI-CATASTROPHE” CONCEPT IN JAPANESE SEISMIC DESIGN CODES |
|---|
N. Yamamoto, S. Aoi, K. Hirata, W. Suzuki, T. Kunugi and H. Nakamura |
DEVELOPMENT OF REAL-TIME TSUNAMI INUNDATION FORECAST METHOD USING A DENSE OFFSHORE OBSERVATION NETWORK |
|---|
F. J. Molina, P. Pegon, M. Poljansek and F. Taucer |
Advanced reliability method applied to a hybrid seismic test of a retrofitted motorway bridge |
|---|
Y. Suzuki, M. Maeda, T. Ohta, J. Sakuta, T. Kiyohara and K. Fujiwara |
Experimental Study on Elasto-Plastic Behavior of R/C Exterior Beam-Column Joints with Parameters of Varying Axial Forces and Lateral Reinforcements |
|---|
T. Heitz, B. Richard, C. Giry, F. Ragueneau and A. Le Maoult |
DAMPING IDENTIFICATION AND QUANTIFICATION: EXPERIMENTAL EVIDENCES AND FIRST NUMERICAL RESULTS |
|---|
H. Gokon, M. Jimbo, S. Koshimura, C.N. Koyama, M. Sato and K. Meguro |
Detecting tsunami-induced damage on building side walls using X-band of post-event airborne full polarimetric SAR data |
|---|
Kiarash M. Dolatshahi, Amir Vafaei, Kamyar Kildashti and Mohammadjavad Hamidia |
Seismic Assessment of Uplift Allowed Soil–structure Systems with Deteriorating Behavior |
|---|
A. Loli, M. Lamperti Tornaghi and P. Negro |
A Method To Include Life-Cycle Analysis In Earthquake Design |
|---|
M. Maeda, T. Koike, N. Hosoya, Y. Suzuki, K. Tsurugai and A. Nimura |
DAMAGE AND RESIDUAL SEISMIC PERFORMANCE EVALUATION OF REINFORCED CONCREATE SHEAR WALLS |
|---|
V. Ramírez, J. Almazán and C. Seguin |
ANALISYS OF THE BEHAVIOR OF A FLEXIBLE BUILDING WITH SINGLE AND DOUBLE SEISMIC ISOLATION |
|---|
F. Obón Santacana, U. E. Dorka and L. Petti |
HYBRID SIMULATION IN COMBINATION WITH HIGHLY COMPLEX AND NON-LINEAR NUMERICAL MODELS FOR SEISMIC PROTECTION OF ANTIQUE COLUMN STRUCTURES |
|---|
M.E. Rahhal and A. Ghossoub |
ASSESSMENT OF DYNAMIC SOIL PROPERTIES EFFECTS ON THE TRIGGERING ON SLOPE INSTABILITIES |
|---|
S. Soroushian, A. Masroor, S. Shah, A. Marasca and R J. Smith |
INVESTIGATION ON THE EFFECT OF MORTAR QUALITY ON THE OUT-OF-PLANE SEISMIC PERFORMANCE OF UNREINFORCED MASONRY WALLS |
|---|
P. Thammarak, T. T. Mai, L. H. Htun and M. T. Khine |
DEVELOPMENT, AND TESTING OF CAM-GRIP TYPE, COMPRESSION-FREE ENERGY DISSIPATIVE BRACE |
|---|
R. Honda, M. Akiyama, S. Kataoka, Y. Murono, A. Nozu and Y. Takahashi |
SEISMIC DESIGN METHOD TO CONSIDER ‘‘ANTI-CATASTROPHE’’ CONCEPT - A STUDY FOR THE DRAFT OF DESIGN CODES |
|---|
M. Lamperti Tornaghi and P. Negro |
Pseudodynamic Testing of a Precast Structure with Different Configurations of Cladding Panels |
|---|
U.E. Dorka |
ROBUSTNESS OF BRIDGES FOR EMERGENCY FUNCTIONALITY OF ROAD NETWORKS UNDER MULTIPLE EXTREME EVENTS |
|---|
R. T. Leon and C-H. Fang |
TORSIONAL EFFECTS ON TRANSVERSE LATERAL LOAD RESISTING SYSTEMS |
|---|
H.K. Thio, Y. Wei, G. Chock and W. Li |
Development of Offshore Probabilistic Tsunami Exceedance Amplitudes for ASCE 7-16 |
|---|
M. Palermo, S. Silvestri, G. Gasparini and T. Trombetti |
CORNER DISPLACEMENT RESPONSE SPECTRA FOR ONE-STOREY ECCENTRIC STRUCTURES |
|---|
Q. TAN, Y. M. LI, Y. QIN, G. X. ZHOU and S. Y. Ji |
A Spectral Intensity Index of Ground Motions for Input Selection with Consideration of Higher Modes Effect for Super High-Rise Buildings |
|---|
A. Al Mamun and M. Saatcioglu |
FRAGILITY CURVES FOR SEISMIC VULNERABILITY ASSESSMENT OF REINFORCED CONCRETE FRAME BUILDINGS IN CANADA |
|---|
J. Padilla-Reyes, N. Maureira and F. Orellana |
A NEW SELF-CENTERING DISSIPATIVE CONECTION FOR GLUED LAMINATED TIMBER FRAMES |
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J.E. Martínez-Rueda |
EFFECT OF NUMBER OF RECORDS AND THEIR PROPERTIES ON THE ESTIMATION OF SEISMIC DEMANDS BY NONLINEAR ANALYSYS |
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R. Vacareanu, F. Pavel, I. Craciun, A. Aldea and I. Calotescu |
CORRELATION MODELS FOR STRONG GROUND MOTIONS FROM VRANCEA INTERMEDIATE-DEPTH SEISMIC SOURCE |
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M. Palermo, A. Dib, L. Landi, G. Gasparini, S. Silvestri and T. Trombetti |
AN EQUIVALENT STATIC ANALYSIS PROCEDURE FOR STRUCTURES WITH ADDED VISCOUS DAMPERS |
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H. Arabzadeh, K. Goguen, K. Pelletier, N. Bouaanani, K. Galal and P. Léger |
EVALUATION OF FINITE AND FIBER ELEMENTS RC MODELS FOR NONLINEAR CYCLIC ANALYSIS OF U SHAPED SHEAR WALL |
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J. Guo and C. Christopoulos |
RISK-ORIENTED SEISMIC UPGRADE PLANNING CONSIDERING ADVANCED SEISMIC PROTECTION TECHNOLOGIES – A CASE STUDY |
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B. L. Jiang, S. Y. Ji, Y. M. Li, Z. K. Chen and Y. Y. Tang |
Influence of Axial Beam Tension on Seismic Performance of RC Beam-Column Joints |
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L. Pieraccini, M. Palermo, S. Silvestri and T. Trombetti |
On the Fundamental Periods of Vibration of Flat-Bottom Ground-Supported Circular Silos containing Gran-like Material |
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T. Hanazato, H. Tanaka, T. Kusagaya, Y. Okamoto, Y. Uekita and Y. Subroto |
Seismic Safety Evaluation Based on Muon Monitoring of Prambanan World Heritage Temple Damaged by 2006 Central Java Earthquake, Indonesia |
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N. Jorquera, N. Palazzi, L. Rovero and U. Tonietti |
THE CHURCH OF SAN FRANCISCO IN SANTIAGO, CHILE. ANALYSIS OF 400 YEARS OF EARTHQUAKE-RESISTANCE BEHAVIOUR |
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L. Abrahamczyk, T. Langhammer and J. Schwarz |
VULNERABILITY ASSESSMENT OF LARGE BUILDING STOCKS – LESSONS FROM THE SERAMAR PROJECT |
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M.J. Fox, K. Beyer and T.J. Sullivan |
Application of a recently proposed displacement-based assessment procedure for asymmetric-plan RC wall buildings |
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C. Salameh, P.-Y. Bard, B. Guillier and C. Cornou |
ESTIMATION OF DAMAGE LEVEL AT URBAN SCALE FROM SIMPLE PROXIES ACCOUNTING FOR SOIL AND BUILDING DYNAMIC PROPERTIES |
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C. Yepes-Estrada and V. Silva |
PROBABILISTIC SEISMIC RISK ASSESSMENT OF THE RESIDENTIAL BUILDING STOCK IN SOUTH AMERICA |
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R.K. McGuire, A. Zandieh and G.R. Toro |
ANALYSIS OF MAGNITUDE-SPATIAL TRENDS OF INDUCED SEISMICITY IN OKLAHOMA, USA |
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M. Garcia-Fernandez, P. Gehl, M.J. Jimenez and D. D’Ayala |
PAN-EUROPEAN REPRESENTATIVE GMPE MODEL |
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C. Boutin, J. Soubestre, L. Schwan and M. Dietz* |
DYNAMIC STRUCTURE-SOIL-STRUCTURE INTERACTIONS MODELING AND EXPERIMENTS |
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Y.M. Li, Y.Y. Tang, B.L. Jiang, M.H. Dai and Q. Xie |
State-of-the-art of Study on Seismic Behavior of Structures in Mountainous Terrain and Establishment of the Specification for Structural Design |
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F. Pacor, G. Ameri, F. Gallovic and M. D’Amico |
GROUND MOTION VARIABILITY FROM FINITE FAULT SIMULATIONS |
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P. Carydis and S. Markantonis |
A Comparative Earthquake Analysis of Structures by a Wave Propagation Method |
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M. Blondet, M. Serrano, A. Rubiños and E. Mattsson |
TRAINING IN EARTHQUAKE-RESISTANT ADOBE BRICK CONSTRUCTION IN THE PERUVIAN ANDES |
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S. Baraccani, M. Palermo, G. Gasparini, S. Silvestri and T. Trombetti |
THE SEISMIC ASSESSMENT OF THE ASINELLI TOWER IN BOLOGNA |
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R. Lagos, R. Boroschek, R. Retamales, M. Lafontaine, K. Friskel and A. Kasalanati |
SEISMIC ISOLATION OF THE NUNOA CAPITAL BUILDING, THE TALLEST BASE ISOLATED BUILDING IN THE AMERICAS |
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P. Santa Ana, L. Santa Ana and J. Baez |
Seismic Engineering Technology: Changing the face of Architecture |
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K.G. Megalooikonomou, S.J. Pantazopoulou and S.P. Tastani |
PLASTIC HINGE LENGTH IN COLUMNS – DEFINITION THROUGH CONSIDERATION OF YIELD PENETRATION EFFECTS |
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G. Loporcaro, S. Pampanin and M.V. Kral |
A CASE STUDY: APPLICATION OF THE HARDNESS METHOD TO ESTIMATE THE RESIDUAL CAPACITY OF REINFORCEMENT IN AN EARTHQUAKE DAMAGED BUILDING |
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Y.Y. Tang, Y.M. Li, B.L. Jiang, S.Y. Ji, X.Y. Zhou and G.J. W |
Study of Controlling Vertical Structural Stiffness for the Frame Structure Supported by Foundations with Different Elevations |
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Joshi and Hotrika |
NEPAL EARTHQUAKES AND DEMOLITION EXPERIENCES |
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M. N. Farsi - A. Bouchelouh - N. Guessoum |
TRAFFIC IMPACT ON THE STABILITY OF THE PALACE OF DEY IN THE CASBAH OF ALGIERS |
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H. Rodrigues, A. Furtado, P. Teixeira, A. Arêde, N. Vila-Pouca and H. Varum |
Longitudinal reinforcement of RC columns repaired with welded steel bars solutions: Experimental evaluation |
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H. Stone, D. D’Ayala, R. Gunasekera and O. Ishizawa |
ON THE USE OF EXISTING SEISMIC FRAGILITY AND VULNERABILITY FUNCTIONS |
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M. Palermo and T. Trombetti |
AN EXPERIMENTALLY VALIDATED MODELLING TECHNIQUE FOR THIN RC SANDWICH WALLS UNDER SEISMIC LOADINGS |
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C. Demirci, C. Málaga-Chuquitaype and L. Macorini |
SEISMIC BEHAVIOUR AND DESIGN OF TALL CROSS-LAMINATED TIMBER BUILDINGS |
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G. Palazzo, C. Bay, V. Roldan, F. Calderon, M. Guzmán and F. López-Almansa |
DAMPING COEFFICIENT OF A BUILDING WITH BRB SUBJECT TO THREE TYPES OF EARTHQUAKE GROUND MOTIONS |
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V. Thiruvengadam and Thangmuansang Guite |
QUANTITY AND COST MODELLING OF REINFORCED CONCRETE BUILDINGS OF 12 TO 20 STOREY DESIGNED FOR SEISMIC EFFECTS |
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T. Maeda, S. Aoi, A. Iwaki and T. Hayakawa |
A TSUNAMI PROPAGATION MODELING BASED ON THE ADAPTIVE MESH REFINEMENT |
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H. Varum, N. Vila-Pouca, H. Rodrigues, A. Furtado, J. Dias-Oliveira, R. Dumaru and A. Arêde |
Field observations of the structural performance of RC constructions in Nepal after 25th April 2015 earthquake |
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J. Donaire-Ávila, A. Benavent-Climent, A. Lucchini and F. Mollaioli |
ENERGY-BASED SEISMIC DESIGN METHODOLOGY: A PRELIMINARY APPROACH |
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N. Makhoul and M. Barakat |
EARTHQUAKE DAMAGE ESTIMATIONS OF BUILDINGS IN A TYPICAL NORTH LEBANON VILLAGE |
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F. Kusuhara and H. Shiohara |
Experimental Study on Prestressed Concrete Beam-Column Joints which have Column-to-Beam Strength Ratios near 1 |
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R. Zhang, B.M. Phillips, S. Taniguchi, M. Ikenaga and K. Ikago |
PERFORMANCE VALIDATION OF INTER-STORY ISOLATION THROUGH SHAKE TABLE REAL-TIME HYBRID SIMULATION |
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S. Rajan, C. Butenweg, L.A. Dalguer, J. H. An, P. Renault and S. Klinkel |
FRAGILITY CURVES FOR A THREE-STOREY REINFORCED CONCRETE TEST STRUCTURE OF THE INTERNATIONAL BENCHMARK SMART 2013 |
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J. Go, R. Gibson, J. Lopez and Z. Lubkowski |
REDUCTION OF LIQUEFACTION-INDUCED KINEMATIC PILE LOADING BY MEANS OF IN-GROUND RINGWALL |
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C.A. Arteta, J. Sánchez, R. Daza, C. Blandon , R. Bonett, J. Carrillo and J. Velez |
GLOBAL AND LOCAL DEMAND LIMITS OF THIN REINFORCED CONCRETE STRUCTURAL WALL BUILDING SYSTEMS |
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A. Güllü, E. Yüksel and H. F. Karadogan |
ENERGY DISSIPATOR STEEL CUSHIONS: CLOSED FORM EQUATIONS FOR THE COMBINING ACTIONS |
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J. Mitrani-Reiser, M. Mieler, H. Kumar, S. Shrestha, Michael Germaraad, K. O’Conor, T.D. Kirsch |
INVESTIGATING COMMUNITY RESILIENCE IN NEPAL: A HEALTHCARE FOCUS |
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X. Karatzia, G. Mylonakis and G. Bouckovalas |
3D DYNAMIC IMPEDANCES OF SURFACE FOOTINGS ON LIQUEFIABLE SOIL: EQUIVALENT LINEAR APPROACH |
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H. Burton and H. Kang |
TOWARDS THE SEISMIC RESILIENCE OF RESIDENTIAL COMMUNITIES: A CONCEPTUAL FRAMEWORK AND CASE STUDY |
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