901 | Y. Takahashi, H. Iemura, S.A. Mahin and G.L. Fenves | INTERNATIONAL DISTRIBUTED HYBRID SIMULATION OF 2-SPAN CONTINUOUS BRIDGE [14WCEE] |
902 | Y.S. Yang, W.H. Tu, C.T. Yang, L.X. Lin, S.H. Hsieh, K.C. Tsai | FRAMEWORKS FOR NCREE DATA MODEL AND INTERNET-BASED SIMULATIONS ON EARTHQUAKE ENGINEERING [14WCEE] |
903 | F. Nateghi-E and M. Motamedi and E. Izadi-Z | Experimental Behavior of the Seismic Filled Accordion Metallic Dampers, FAMD [14WCEE] |
904 | G. Shoji, T. Kogi and Y. Umesaka | SEISMIC RESPONSE OF A PC CABLE-STAYED BRIDGE SUBJECTED TO A LONG-PERIOD GROUND MOTION [14WCEE] |
905 | Le Anh Ngoc, Paiboon Tirasit, and Kazuhiko Kawashima | SEISMIC PERFORMANCE OF A SKEWED BRIDGE CONSIDERING FLEXURE AND TORSION INTERACTION [14WCEE] |
906 | Xu, Bin; Zou, Degao; Kong, Xianjing | Experimental Study on Reconsolidation Volumetric Behavior of Sand-Gravel Composites due to Dynamic Loading [14WCEE] |
907 | T. Matsumoto and K. Kawashima | EFFECT OF POUNDING ON THE SEISMIC PERFORMANCE OF CONTINUOUS BRIDGES [14WCEE] |
908 | K. Kawashima, H. Ukon and K. Kajiwara | E-DEFENSE EXPERIMENT ON THE SEISMIC PERFORMANCE OF A BRIDGE COLUMN BUILT IN 1970S [14WCEE] |
909 | N. Nakashima, K. Kawashima, H. Ukon and K. Kajiwara | SHAKE TABLE EXPERIMENTAL PROJECT ON THE SEISMIC PERFORMANCE OF BRIDGES USING E-DEFENSE [14WCEE] |
910 | T. Sasaki, H. Kurita and K. Kawashima | SEISMIC PERFORMANCE OF RC BRIDGE COLUMNS WITH TERMINATION OF MAIN REINFORCEMENT WITH INADEQUATE DEVELOPMENT [14WCEE] |
911 | Richelle Gallardo Zafra and Kazuhiko Kawashima | ANALYSIS OF CARBON FIBER SHEET RETROFITTED RC BRIDGE COLUMNS [14WCEE] |
912 | Guo Z.X. Liu Y. and Huang Q.X. | EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE AND INDEX FOR DIFFERENT PERFORMANCE LEVELS OF SRC COLUMNS [14WCEE] |
913 | T. Mazda, H. Miyamoto, T. Yamao and Y. Taniguchi | EVALUATION OF BASIC CHARACTERISTICS AND DYNAMIC RESPONSE ON DAMPER SETTLED ON BRIDGE ABUTMENT [14WCEE] |
914 | M.K. Kim, Y.S. Choun and C.K. Choi | A Shaking Table Test of Scaled Model for an Emergency Diesel Generator System for Evaluation of Seismic Force Decrease by Using a Spring-Viscous Damper System [14WCEE] |
915 | Yusuke Sato, Yusuke Sato and Keizo Ohtomo | EFFECTS OF STEEL BEARING PERFORMANCE ON GLOBAL SEISMIC RESPONSE OF A BRIDGE [14WCEE] |
916 | M. Yarandi and M. Saatcioglu | RAPID SEISMIC REPAIR OF SHEAR DAMAGED CONCRETE BRIDGE COLUMNS BY TRANSVERSE PRESTRESSING [14WCEE] |
917 | H.OTSUKA and H. Tanaka | A STUDY ON SEISMIC BEHAVIOR AND DISPLACEMENT CONTROL OF A CONTINUOUS GIRDER BRIDGE WITH LOW FRICTION SLIDING BEARING SUPPORT [14WCEE] |
918 | Y. Kajita, R. Miyasada and H. Otsuka | Numerical Analysis on Pounding Superstructures with Shock Absorber [14WCEE] |
919 | I. Bedirhanoglu, A. Ilki, O. Incecik and N. Kumbasar | RETROFIT OF CONCRETE PANELS WITH PREFABRICATED HPFRCC PLATES [14WCEE] |
920 | T.Sugano, M.Takenobu, T.Suzuki and Y.Shiozaki | Design procedures of seismic-isolated container crane at port [14WCEE] |
921 | F. C. Ponzo, A. Di Cesare, C. Moroni, D. Nigro, M. Dolce and R. Marnetto | JET-PACS PROJECT: DYNAMIC TEST ON STEEL FRAME EQUIPPED WITH HYSTERETIC ENERGY DISSIPATING BRACING SYSTEM [14WCEE] |
922 | B. Truong, C. Villareal Montes, S. Singh, and M. Aschheim | SHEAR STRENGTH OF STRAW BALE PLASTERS [14WCEE] |
923 | Mahmood Hosseini, Peyman Shadman Heidari and Mojtaba Heravi | ANALYTICAL AND EXPERIMENTAL STUDY OF THE EFFECT OF BRACING PATTERN IN THE LATERAL LOAD BEARING CAPACITY OF CONCENTRICALLY BRACED STEEL FRAMES [14WCEE] |
924 | L.Tashkov, L. Krstevska, M. Garevski,V. Gocevski | EXPERIMENTAL INVESTIGATION OF SEISMIC STABILITY ON MASONRY WALLS AT BEAUHARNOIS POWERHOUSE [14WCEE] |
925 | L.S.Krstevska, M. Kustura and Lj.A.Tashkov | EXPERIMENTAL IN-SITU TESTING OF RECONSTRUCTED OLD BRIDGE IN MOSTAR [14WCEE] |
926 | M. SHOUJI, H. KASHIWA, Y. HAYASHI, K. SUITA, T. KURATA and W. INOUE | Simulation Analysis of Nonlinear Behavior of Pile-Soil System Based on Horizontal Loading Tests [14WCEE] |
927 | H. KASHIWA, M. SHOUJI, Y. HAYASHI, K. SUITA, T. KURATA and W. INOUE | Influence of Nonlinear Behavior of Pile-Soil Structure on Displacement Amplitude Dependence for Efficiency of Pile Group Based on Cyclic Lateral Loading Tests Subjected to Large Displacement Amplitude [14WCEE] |
928 | C.-P. Lamarche, M. Leclerc, R. Tremblay, P. Léger, N. Bouaanani, S. Koboevic and O. Bursi | COMPARISON BETWEEN REAL TIME NONLINEAR SEISMIC HYBRID AND SHAKE TABLE TESTING TECHNIQUES [14WCEE] |
929 | M. Lotfalipour, A. Dehghan Banadaki, A. Bakhshi and M.A. Ghannad | DYNAMIC CHARACTERISTICS OF RURAL ADOBE HOUSES IN IRAN USING AMBIENT VIBRATION MEASUREMENTS [14WCEE] |
930 | J. Sakai and S. Unjoh | DYNAMIC RESPONSE ANALYSES FOR SHAKE TABLE TESTS OF FULL-SCALED REINFORCED CONCRETE BRIDGE COLUMN MODEL [14WCEE] |
931 | Daisuke CHIBA, Mikio SUZUKI, Satsuya SODA and Hiroshi DOHI | STUDY ON SEISMIC PERFORMANCE FOR WAYS TO SET VENDING MACHINES IN OUTDOOR SPACES BASED ON SHAKING TABLE TEST [14WCEE] |
932 | Daniel BedoyaRuiz, Ricar do Bonett, Josef Far biarz and Luis F. Restr epo | SHAKING TABLE TESTS ON FERROCEMENT HOUSES [14WCEE] |
933 | H.H. Hung, K.C. Chang, K.Y. Liu and T.H. Ho | AN EXPERIMENTAL STUDY ON ROCKING RESPONSE OF BRIDGE SPREAD FOUNDATIONS [14WCEE] |
934 | P. Rocha, P. Delgado, N. Vila-Pouca, A. Arêde, A. Costa and R. Delgado | RETROFIT TECHNIQUES FOR CYCLIC BEHAVIOR IMPROVEMENT OF RC COLUMNS [14WCEE] |
935 | C. Casarotti and A. Pavese | STUDY OF A PHENOMENOLOGICAL MODEL FOR ELASTOMERIC BEARINGS [14WCEE] |
936 | Airouche, A. Halim; Casarotti, Chiara; Thoen, Bradford K.; Dacarro, Filippo; Pavese, Alberto | Numerical Modeling and Experimental Identification of The Eucentre Trees Lab Shake Table [14WCEE] |
937 | H. Iemura, O. Kouchiyama A. Toyooka and I. Shimoda | DEVELOPMENT OF THE FRICTION-BASED PASSIVE NEGATIVE STIFFNESS DAMPER AND ITS VERIFICATION TESTS USING SHAKING TABLE [14WCEE] |
938 | A. Toyooka, T. Himeno, Y. Hishijima , H. Iemura and I. Mualla | VERIFICATION TESTS OF THE DYNAMIC BEHAVIOR OF THE NOVEL FRICTION-BASED ROTATIONAL DAMPER USING SHAKING TABLE [14WCEE] |
939 | Pei-Ching Chen, Min-Lang Lin and Keh-Chyuan Tsai | CYCLIC PERFORMANCE OF FULL-SCALE RC COLUMNS RETROFITTED USING EXTERNAL JACKETING METHODS [14WCEE] |
940 | H. Mahmood, A. P. Russelland J. M. Ingham | MONOTONIC TESTING OF UNREINFORCED AND FRP-RETROFITTED MASONRY WALLS PRONE TO SHEAR FAILURE IN AN EARTHQUAKE [14WCEE] |
941 | S.C. Li, J.X. Dong and L.F. Li | RESEARCH ON THE DEFORMATION BEHAVIOR AND RESTORING MODEL OF ENERGY-SAVING BLOCK & INVISIBLE MULTI-RIBBED FRAME WALLS [14WCEE] |
942 | F.-Y. Menq, K. H. Stokoe, II, & K. Park, B. L. Rosenblad, and B. R. Cox | Performance of Mobile Hydraulic Shakers at nees@UTexas for Earthquake Studies [14WCEE] |
943 | S.C. Li | EXPERIMENTAL RESEARCH ON RESTORING FORCE CHARACTERISTICS OF LIGHT COMPOSITE STRUCTURE [14WCEE] |
944 | Hironori FURUKAWA Takafumi FUJITA Takayoshi KAMADA and Hideaki MISOKA | Active-Passive Seismic Isolation System for Monocrystal Pullers [14WCEE] |
945 | T. Albanesi , A.V. Bergami , S. Biondi, E. Candigliota, C. Nuti | THEORETICAL CHARACTERIZATION OF INFILL PANELS BASING ON COMPRESSIVE AND SHEAR TESTS [14WCEE] |
946 | T. Albanesi, S. Biondi, E. Candigliota, A. Le Maoult, C. Nuti | SEISMIC FULL-SCALE TESTS ON A 3D INFILLED RC FRAME [14WCEE] |
947 | J. Sakai, S. Unjoh and H. Ukon | EARTHQUAKE SIMULATION TESTS OF BRIDGE COLUMN MODELS DAMAGED DURING 1995 KOBE EARTHQUAKE [14WCEE] |
948 | V V S Surya Kumar Dadi, Pankaj Agarwal | CYCLIC BEHAVIOR OF EXTERIOR BEAM COLUMN JOINT SPECIMENS UNDER QUASI-STATIC TESTING [14WCEE] |
949 | B.F. Maison, K. Kasai and G. Deierlein | PBEE EVALUATION OF E-DEFENSE COLLAPSE EXPERIMENT [14WCEE] |
950 | H. Moghaddam, M. Samadi and S. Mohebbi | ON THE EFFECT OF EXTERNAL ACTIVE CONFINEMENT ON SPIRALLY REINFORCED CONCRETE COLUMNS [14WCEE] |
951 | Y. Ooki, K. Kasai, Y. Azuma, S. Motoyui and K Kaneko | VALUE-ADDED 5-STORY STEEL FRAME AND ITS COMPONENTS: PART 2 - FULL-SCALE TESTS OF BEAM-COLUMN-GUSSET PLATE [14WCEE] |
952 | P. Delgado, N. Vila-Pouca, A. Arêde, P. Rocha, A. Costa and R. Delgado | SEISMIC RETROFIT OF RC HOLLOW-SECTION PIERS WITH SHEAR FAILURE [14WCEE] |
953 | Y. Matsuoka, K. Suita, S. Yamada, Y. Shimada and M. Akazawa | NON-STRUCTURAL COMPONENT PERFORMANCE IN 4-STORY FRAME TESTED TO COLLAPSE [14WCEE] |
954 | A.R. Ghaemmaghami and M. Ghaemian | Experimental Study of Small Scale model of Sefid-rud Dam on Shaking Table [14WCEE] |
955 | K. Kasai, Y. Ooki, M. Ishii, H. Ozaki, H. Ito, S. Motoyui, T. Hikino and E. Sato | VALUE-ADDED 5-STORY STEEL FRAME AND ITS COMPONENTS: PART 1 – FULL-SCALE DAMPER TESTS AND ANALYSES [14WCEE] |
956 | P. Delgado, N. Vila-Pouca, A. Arêde, P. Rocha, A. Costa and R. Delgado | EXPERIMENTAL CYCLIC BEHAVIOR OF HOLLOW-SECTION BRIDGE PIERS WITH DIFFERENT TRANSVERSE REINFORCEMENT DETAILS [14WCEE] |
957 | K. Suita, S. Yamada, M. Tada, K. Kasai, Y. Matsuoka and Y. Shimada | COLLAPSE EXPERIMENT ON 4-STORY STEEL MOMENT FRAME PART 2 DETAIL OF COLLAPSE BEHAVIOR [14WCEE] |
958 | C.T. Cheng, H.H. Chen, K.C. Lin, P. C Chenand S.J. Jhuang | SEISMIC PERFORMANCE OF A 3D PRECAST/POST-TENSIONED REINFORCED CONCRETE SUB-STRUCTURE UNDER BI-AXIAL LOADS [14WCEE] |
959 | S. Motoyui, K. Kasai, K. Kaneko and T. Asahi | NUMERICAL MODELING AND EVALUATION OF STEEL FRAMES WITH CONCRETE SLAB [14WCEE] |
960 | Y.Y. Lin and C.Y. Chen | SHAKING TABLE STUDY ON DISPLACEMENT-BASED DESIGN FOR SEISMIC RETROFIT OF EXISTING BUILDINGS USING NONLINEAR VISCOUS DAMPERS [14WCEE] |
961 | A. Pavan, R. Pinho, S. Antoniou | BLIND PREDICTION OF A FULL-SCALE 3D STEEL FRAME TESTED UNDER DYNAMIC CONDITIONS [14WCEE] |
962 | Rui SUN, Longwei Chen, Xiaoming YUAN, Fanchao MENG, Zhenzhong Cao | Study on Ground Displacement in Liquefiable soil by Shaking Table Tests [14WCEE] |
963 | Kensaku Kaneko, Kazuhiko Kasai, Shojiro Motoyui, Toshiyuki Sueoka, Yu Azuma and Yoji Ooki | ANALYSIS OF BEAM-COLUMN-GUSSET COMPONENTS IN 5-STORY VALUE-ADDED FRAME [14WCEE] |
964 | D.Y. Wang, Z.B. Li, W.M. Yan, E.W. Guo, L.Y. Shi | SEISMIC PERFORMANCE OF PRECAST PRESTRESSED BEAM-COLUMN CONCRETE CONNECTIONS [14WCEE] |
965 | Kenji Kanazawa, Fumio Kirita, Haruyuki Kitamura and Yuichi Matsuoka | HEALTH MONITORING OF 4-STORY STEEL MOMENT FRAME BEFORE AND AFTER THE COLLAPSE TEST [14WCEE] |
966 | MUTLU OZER | FORMULATIONS OF MASS FRACTION OF THE MULTI-STORY FLEXIBLE STRUCTURES ISOLATED BY FRICTION PENDULUM SLIDING BEARINGS [14WCEE] |
967 | M. Tada, H. Tamai, K. Ohgami, S. Kuwahara and A. Horimoto | ANALYTICAL SIMULATION UTILIZING COLLABORATIVE STRUCTURAL ANALYSIS SYSTEM [14WCEE] |
968 | Rogerio Bairrao, Luis Guerreiro and Rui C. Barros | SHAKING TABLE TESTS ON SEMI-ACTIVE TUNED MASS AND TUNED LIQUID DAMPERS [14WCEE] |
969 | S. Yamada, K. Suita, M. Tada, K. Kasai, Y. Matsuoka and Y. Shimada | COLLAPSE EXPERIMENT ON 4-STORY STEEL MOMENT FRAME : PART 1 OUTLINE OF TEST RESULTS [14WCEE] |
970 | Ponzo, Felice Carlo; Ponzo, Felice Carlo; Cardone, Donatello; Di Cesare, Antonio; Gesualdi, G.; Moroni, Claudio; Nigro, Domenico; Dolce, Mauro | JET-PACS PROJECT: DYNAMIC TEST ON STEEL FRAME EQUIPPED WITH VISCO-RECENTRING SYSTEM [14WCEE] |
971 | Peng Pan, Makoto Ohsaki and Jingyao Zhang | COLLAPSE ANALYSIS OF 4-STORY STEEL MOMENT-RESISTING FRAMES [14WCEE] |
972 | M. Sobaih, K. Abd El-Rahman and M. Mady | ESTIMATION OF DYNAMIC CHARACTERISTICS OF EXISTING COMMON REINFORCED CONCRETE BUILDINGS IN EGYPT USING AMBIENT VIBRATION TESTS [14WCEE] |
973 | LU Wensheng, HUANG Baofeng | DISCUSSION ON SEISMIC PERFORMANCE INDEXES OF ARCHITECTURAL CURTAIN WALLS [14WCEE] |
974 | Wei Hong yi, Ge Ji ping and Wang Zhi qiang | CYCLIC TESTS RESEARCH ON SEISMIC PERFORMANCE OF PRECAST CONCRETE SEGMENTAL BRIDGE PIERS [14WCEE] |
975 | Wang Zhi qiang, Ge Ji ping and Wei Hong yi | SHAKE TABLE TESTS OF SEGMENTAL BRIDGE COLUMN WITH MATCH-CAST DRY JOINTS [14WCEE] |
976 | G.Y. Zhao, G.P. Yan and W.X. Hao | Seismic Performance of RPC Hollow Rectangular Bridge Columns [14WCEE] |
977 | Zhou, Junming; Zhou, Yong; Li, Jie | Shaking Table Experimental Study to RC Short Limb Shear Wall Structure [14WCEE] |
978 | Q.Han, X.L. Du and J.B.Liu | STUDY ON SHAKING TABLE TESTS OF ISOLATED BRIDGE MODEL WITH LRB [14WCEE] |
979 | D.G. Lignos, H. Krawinkler and A.S. Whittaker | SHAKING TABLE COLLAPSE TESTS OF TWO SCALE MODELS OF A 4-STORY MOMENT RESISTING STEEL FRAME [14WCEE] |
980 | Y. Nakano and W. J. Yang | SUBSTRUCTURE ONLINE TEST USING PARALLEL HYSTERESIS MODELING BY NEURAL NETWORK [14WCEE] |
981 | M. Dolce, F. C. Ponzo, A. Di Cesare, R. Ditommaso, C. Moroni, D. Nigro, G. Serino, S. Sorace, V. Gattulli, A. Occhiuzzi, A. Vulcano, D. Foti | JET-PACS PROJECT: JOINT EXPERIMENTAL TESTING ON PASSIVE AND SEMIACTIVE CONTROL SYSTEMS [14WCEE] |
982 | R.E. Vargas and M. Bruneau | EXPERIMENTAL VALIDATION OF THE STRUCTURAL FUSE CONCEPT [14WCEE] |
983 | I. Prowell, M. Veletzos, A. Elgamal and J. Restrepo | SHAKE TABLE TEST OF A 65kW WIND TURBINE AND COMPUTATIONAL SIMULATION [14WCEE] |
984 | R. Retamales, G. Mosqueda, A. Filiatrault and A. Reinhorn | EXPERIMENTAL EVALUATION OF NONSTRUCTURAL COMPONENTS UNDER FULL-SCALE FLOOR MOTIONS [14WCEE] |
985 | T. Albanesi, A. V. Bergami and C. Nuti | EXPERIMENTAL BEHAVIOR OF SINGLE AND DOUBLE MASONRY PANELS [14WCEE] |
986 | T. Albanesi, D. Lavorato, C. Nuti and S. Santini | PSEUDO-DYNAMIC TESTS ON REPAIRED AND RETROFITTED BRIDGE COLUMNS [14WCEE] |
987 | J.C. Carvajal, C.E. Ventura, S. Huffman and F. Yao | SEISMIC RESPONSE OF BRIDGES WITH INTEGRAL DECK-ABUTMENTS: AMBIENT VIBRATION TESTING [14WCEE] |
988 | Tyler B. Mertlich ; Paul J. Barr ; Marvin W. Halling; Kevin C. Womack | STRUCTURAL HEALTH MONITORING OF A CURVED GIRDER BRIDGE SUBJECTED TO DIFFERENT BOUNDARY CONDITIONS [14WCEE] |
989 | C.B. Chadwell, K.R. Brennan, and M.W. Porter | Seismic Isolation of Wine Barrel Stacks on Portable Steel Racks [14WCEE] |
990 | K.L. Almer and D.H.Sanders | CONTINUITY OF PRECAST BRIDGE U-GIRDERS CONNECTED TO A CAST-IN-PLACE SUBSTRUCTURE SUBJECTED TO SEISMIC LOADS [14WCEE] |
991 | A. Benavent-Climent, X. Cahís and R. Zahran | SEISMIC PERFORMANCE OF OLD RC INTERIOR WIDE BEAM-COLUMN CONNECTIONS UNDER SEISMIC LOADING [14WCEE] |
992 | A. Benavent-Climent, X. Cahís and A. Catalán | CYCLIC TEST ON RC EXTERIOR CONNECTIONS IN EXISTING WAFFLE-FLAT-PLATE STRUCTURES [14WCEE] |
993 | T.Y. Yang and A. Schellenberg | USING NONLINEAR CONTROL ALGORITHMS TO IMPROVE THE QUALITY OF SHAKING TABLE TESTS [14WCEE] |
994 | T.Y. Yang, G. Mosqueda and B. Stojadinovic | Evaluating the quality of hybrid simulation test using an energy-based approach [14WCEE] |
995 | A. Occhiuzzi, M. Spizzuoco, N. Caterino | EXPERIMENTAL VERIFICATION OF SEMI-ACTIVE MAGNETORHEOLOGICAL DAMPERS FOR EARTHQUAKE STRUCTURAL CONTROL [14WCEE] |
996 | F. Consuegra and A. Irfanoglu | VARIATION OF DYNAMIC PROPERTIES WITH DISPLACEMENT IN A 3-STORY REINFORCED CONCRETE FLAT PLATE STRUCTURE [14WCEE] |
997 | C.C. Chou and J.H. Chen | COLUMN RESTRAINING EFFECTS IN POST-TENSIONED SELF-CENTERING MOMENT FRAMES [14WCEE] |
998 | V. T. Nguyen and U. E. Dorka | PHASE LAG COMPENSATION IN REAL-TIME SUBSTRUCTURE TESTING BASED ON ONLINE SYSTEM IDENTIFICATION [14WCEE] |
999 | P. Teymur, E.Yuksel, S.Pala | WET-MIXED SHOT CRETE WALLS TO RETROFIT LOW DUCTILE RC FRAMES [14WCEE] |
1000 | Lee, Yong-Taeg; Lee, Jong Kweon; Li, C.G.; Lee, Yong-Taeg | Experimental Study on Shear Strength of Reinforced Concrete Continuous Deep Beams with Web Opening [14WCEE] |