| 2301 | Wang Tao , Sun Jingjiang and Meng Liyan | INELASTIC EARTHQUAKE RESPONSE ANALYSIS OF REINFORCED CONCRETE FRAME-SHEAR WALL STRUCTURES [14WCEE] |
| 2302 | Hugo Bobadilla and Anil K. Chopra | EVALUATION OF THE MPA PROCEDURE FOR ESTIMATING SEISMIC DEMANDS: RC-SMRF BUILDINGS [14WCEE] |
| 2303 | Hugo Bobadilla and Anil K. Chopra | EVALUATION OF THE MPA PROCEDURE FOR ESTIMATING SEISMIC DEMANDS: RC-SMRF BUILDINGS [14WCEE] |
| 2304 | Julio A. García | SOIL STRUCTURE INTERACTION IN THE ANALYSIS AND SEISMIC DESIGN OF REINFORCED CONCRETE FRAME BUILDINGS [14WCEE] |
| 2305 | S. Limkatanyu , K. Kuntiyawichai, E. Spacone, and M. Kwon | RESPONSE OF REINFORCED CONCRETE PILES INCLUDING SOIL-PILE INTERACTION EFFECTS [14WCEE] |
| 2306 | M. Galiote, J.A. Escobar and R. Gómez | IDENTIFICATION OF STIFFNESS LOSS AS A MEASURE OF DAMAGE IN BUILDINGS [14WCEE] |
| 2307 | Y.Y. Lin | KINEMATIC SOIL-STRUCTURE INTERACTION EFFECTS ON MAXIMUM INELASTIC DISPLACEMENT DEMANDS OF SDOF SYSTEMS [14WCEE] |
| 2308 | R. Enache, S. Demetriu and E. Albota | TORSIONAL RESPONSE IN BUILDINGS EXPOSED TO GROUND MOTIONS INDUCED BY VRANCEA EARTHQUAKES [14WCEE] |
| 2309 | Zhang Lingxin Guo Fengyu | NONLINEAR SEISMIC RESPONSE ANALYSIS METHOD OF REINFORCED CONCRETE CORE-TUBE [14WCEE] |
| 2310 | C. S. Huang, W. C. Su, C. W. Chan and T. W. Hsu | IDENTIFICATION OF INSTANTANEOUS MODAL PARAMETERS OF A TIME VARYING STRUCTURE VIA A NEURAL NETWORK [14WCEE] |
| 2311 | Huang, Xiangyun; Zhou, Fulin; Wang, Sheliang; Luo, Xuehai | Theoretical and Experimental inverstigation on Mid-Story Isolated Structures [14WCEE] |
| 2312 | M. Seki, R.Vacareanu and A. B. Chesca | ANALYTICAL STUDY ON THE APPLICATION OF SEISMIC ISOLATION TECHNOLOGY TO THE VULNERABLE BUILDINGS IN ROMANIA [14WCEE] |
| 2313 | Lü Hui and Xia Hongliu | NUMERICAL SIMULATION OF VIBRATION CONTROL OF THE STRUCTURES USING TLD [14WCEE] |
| 2314 | Alpa Sheth | EFFECT OF PERIMETER FRAMES IN SEISMIC PERFORMANCE OF TALL CONCRETE BUILDINGS WITH SHEAR WALL CORE AND FLAT SLAB SYSTEM [14WCEE] |
| 2315 | Aizhen LIU, Athol CARR | SEISMIC ASSESSMENT OF A PRE-1970S REINFORCED CONCRETE FRAME BUILDING WITH PLAIN ROUND REINFORCING BARS [14WCEE] |
| 2316 | Y. Zhu, F.L. Zhou and R.K.L. Su | SEISMIC EFFECTS ON COUPLED SHEAR WALL STRUCTURE BY COUPLING BEAMS WITH SIDE BOLTED STEEL PLATES [14WCEE] |
| 2317 | O. Díaz-López, E. Ismael-Hernández and L. Esteva | SEISMIC RELIABILITY FUNCTIONS OF MULTISTORY BUILDINGS THEIR SENSITIVITY TO SEVERAL ANALYSIS AND DESIGN VARIABLES [14WCEE] |
| 2318 | H.R Aghaei , M.Izadi Nia and I.Elyasian | RC Frame Strengthened by CFRP laminates [14WCEE] |
| 2319 | R.S. Henry, S. Aaleti, S. Sritharan and J.M. Ingham | DESIGN OF A SHEAR CONNECTOR FOR A NEW SELF-CENTERING WALL SYSTEM [14WCEE] |
| 2320 | Haiqing Liu, Xiaobo Chen, Jing Yuan , Xueqing Wang | RESEARCH ON COLLAPSE AND DAMAGE EVOLUTION OF REINFORCED CONCRETE FRAME STRUCTURE UNDER SEISMIC FORCE [14WCEE] |
| 2321 | N. Poovarodom and K. Charoenpong | IDENTIFICATION OF DYNAMIC PROPERTIES OF LOW-RISE RC BUILDING BY AMBIENT VIBRATION MEASUREMENTS DURING CONSTRUCTION [14WCEE] |
| 2322 | Kayhani, Hossein; Ghafory-Ashtiany, Mohsen | Use of Load Dependent Ritz Vectors in Modal Pushover Analysis [14WCEE] |
| 2323 | J.M. Weigand and J.W. Berman | ROTATION AND STRENGTH DEMANDS FOR SIMPLE CONNECTIONS TO SUPPORT LARGE VERTICAL DEFLECTIONS [14WCEE] |
| 2324 | H. Aknouche, M. Hammoutène, B. Tiliouine | ANALYSIS OF NON-LINEAR DYNAMIC RESPONSE OF STRUCTURES SUBJECTED TO SYNTHETIC ACCELERATIONS [14WCEE] |
| 2325 | Li, Dongsheng; Li, H.N.; Xiao, S.Y.; Wang, G.X. | On the Earthquake Input Model with Multiple Support Excitations [14WCEE] |
| 2326 | Liu Liping, Xia Kui and Cao Xuan | The research of applied pushover method in the earthquake resistance analysis of soil-structure interaction system [14WCEE] |
| 2327 | Taiquan ZHOU and Yuan HUA | NONLINEAR SEISMIC ANALYSIS OF JIANGNAN UNIVERSITY STADIUM DOME UNDER MULTI-SUPPORT EXCITATION [14WCEE] |
| 2328 | J.L. Varela, M.R. Bagundo and L.E. Fernandez | SEISMIC BEHAVIOR OF AAC STRUCTURES DESIGNED WITH DIFFERENT FLEXURAL CAPACITIES [14WCEE] |
| 2329 | C. Y. Shen, F. L. Zhou, X. Y. Huang, J. Q. Chen, J. M. Jin and S. B. Wang | Research on the effect of vertical position of stagger transfer stories on the dynamic characteristic and seismic behaviour of structures [14WCEE] |
| 2330 | C. Adam and T. Furtmüller | RESPONSE OF NONSTRUCTURAL COMPONENTS IN DUCTILE LOAD-BEARING STRUCTURES SUBJECTED TO ORDINARY GROUND MOTIONS [14WCEE] |
| 2331 | L. Lin, N. Naumoski, S. Foo and M. Saatcioglu | ELONGATION OF THE FUNDAMENTAL PERIODS OF REINFORCED CONCRETE FRAME BUILDINGS DURING NONLINEAR SEISMIC RESPONSE [14WCEE] |
| 2332 | L. Lin, N. Naumoski, S. Foo and M. Saatcioglu | PROBABILISTIC ASSESSMENT OF THE SEISMIC VULNERABILITY OF REINFORCED CONCRETE FRAME BUILDINGS IN CANADA [14WCEE] |
| 2333 | Naprstek, Jiri; Fischer, C. | NON-LINEAR AUTO-PARAMETRIC STABILITY LOSS OF A SLENDER STRUCTURE DUE TO RANDOM NON-STATIONARY SEISMIC EXCITATION [14WCEE] |
| 2334 | D. Vamvatsikos and M. Fragiadakis | SEISMIC PERFORMANCE UNCERTAINTY OF A 9-STORY STEEL FRAME WITH NON-DETERMINISTIC BEAM-HINGE PROPERTIES [14WCEE] |
| 2335 | Zaregarizi, Shahabodin | Comparative Investigation on Using Shear Wall and Infill to Improve Seismic Performance of Existing Buildings [14WCEE] |
| 2336 | Hemant B. Kaushik, Durgesh C. Rai, and Sudhir K. Jain | A RATIONAL APPROACH TO ANALYTICAL MODELING OF MASONRY INFILLS IN REINFORCED CONCRETE FRAME BUILDINGS [14WCEE] |
| 2337 | Doudoumis, Ioannis N. | Improving Lateral Stiffness Estimation in the Diagonal Strut Model of Infilled Frames [14WCEE] |
| 2338 | Ulises Mena Hernández and Nava-Tristán O. E. | SEISMIC ANALYSIS OF TEPUXTEPEC DAM [14WCEE] |
| 2339 | Shahram Taghavi and Eduardo Miranda | EFFECT OF INTERACTION BETWEEN PRIMARY AND SECONDARY SYSTEMS ON FLOOR RESPONSE SPECTRA [14WCEE] |
| 2340 | Shahram Taghavi and Eduardo Miranda | RESPONSE SPECTRUM METHOD FOR ESTIMATION OF PEAK FLOOR ACCELERATION DEMAND [14WCEE] |
| 2341 | Hunt, Jeffrey; Stojadinovic, Bozidar | Nonlinear Dynamic Model for Seismic Analysis of Non-Structural Cladding [14WCEE] |
| 2342 | G.S. Prinz, P.W. Richards and S. Fremming | SEISMIC RESPONSE OF BUCKLING-RESTRAINED BRACED FRAMES WITH BEAM SPLICES [14WCEE] |
| 2343 | A. Pozos-Estrada, H.P. Hong and J.A. Escobar | RESPONSE OF STRUCTURES UNDER BIDIRECTIONAL HORIZONTAL SEISMIC EXCITATIONS [14WCEE] |
| 2344 | J. Ruiz-García, and E. Miranda | PROBABILISTIC SEISMIC ASSESSMENT OF RESIDUAL DRIFT DEMANDS IN EXISTING BUILDINGS [14WCEE] |
| 2345 | T. Albanesi, A. V. Bergami and C. Nuti | DESIGN PROCEDURE FOR BUCKLING RESTRAINED BRACES TO RETROFIT EXISTING R.C. FRAMES [14WCEE] |
| 2346 | B.R. Rad and P. Adebar | DYNAMIC SHEAR AMPLIFICATION IN HIGH-RISE CONCRETE WALLS: EFFECT OF MULTIPLE FLEXURAL HINGES AND SHEAR CRACKING [14WCEE] |
| 2347 | Shutao Xing, Marvin W. Halling, Paul J. Barr, Qingli Meng | AMBIENT VIBRATION ANALYSIS OF A HIGHWAY BRIDGE WITH SUBSPACE METHOD AND FREQUENCY DOMAIN DECOMPOSITION [14WCEE] |
| 2348 | M.S. Speicher, R. DesRoches, and R.T. Leon | PRELIMINARY INVESTIGATION OF SMA-BASED RECENTERING BEAM COLUMN CONNECTION [14WCEE] |
| 2349 | Y.M. You and A. Belarbi | AN ANALYTICAL MODEL FOR RC COLUMNS SUBJECTED TO COMBINED LOADINGS INCLUDING TORSION [14WCEE] |
| 2350 | Ravi S Mullapudi, Ashraf Ayoub, and Abdeldjelil Belarbi | A fiber beam element with axial, bending and shear interaction for seismic analysis of RC structures [14WCEE] |
| 2351 | V.I. Fernandez-Davila and E.F. Cruz | ESTIMATING INELASTIC BI-DIRECTIONAL SEISMIC RESPONSE OF MULTI-STORY ASYMMETRIC BUILDINGS USING A SET OF COMBINATION RULES [14WCEE] |
| 2352 | C. Kotanidis and I.N. Doudoumis | ENERGY-BASED APPROACH OF STATIC PUSHOVER ANALYSIS [14WCEE] |
| 2353 | P. Rosk | IDENTIFICATION AND MODIFICATION OF FRAME STRUCTURE [14WCEE] |
| 2354 | Debarati Datta and Siddhartha Ghosh | ESTIMATING PARK-ANG DAMAGE INDEX USING EQUIVALENT SYSTEM [14WCEE] |
| 2355 | Masakazu OZAKI and Tatsuya AZUHATA | SIMPLIFIED PERFORMANCE-BASED SEISMIC EVALUATION OF BUILDINGS [14WCEE] |
| 2356 | M.T. Al Harash , N. Panahshahi, and K.Z. Truman | INELASTIC SEISMIC RESPONSE OF REINFORCED CONCRETE BUILDINGS WITH FLOOR DIAPHRAGM OPENINGS [14WCEE] |
| 2357 | L. Petti , I. Marino , L. Cuoco | SEISMIC RESPONSE ANALYSIS OF 3D STRUCTURES THROUGH SIMPLIFIED NON-LINEAR PROCEDURES [14WCEE] |
| 2358 | Suresh R. Dash, L. Govindaraju and Subhamoy Bhattacharya | ON THE PROBABLE CAUSE OF THE FAILURE OF KANDLA PORT AND CUSTOMS OFFICE TOWER DURING THE 2001 BHUJ EARTHQUAKE [14WCEE] |
| 2359 | H. Aknouche and. K Tounsi | VULNERABILITY ANALYSIS OF A DAMAGED BUILDING [14WCEE] |
| 2360 | Mehmet Inel and Hayri B Ozmen | EFFECT OF INFILL WALLS ON SOFT STORY BEHAVIOR IN MID-RISE RC BUILDINGS [14WCEE] |
| 2361 | C. Chesnais C. Boutin and S. Hans | TO WHAT TYPE OF BEAM CAN BE ASSOCIATED A BUILDING? [14WCEE] |
| 2362 | T. Perea and R.T. Leon | COMPOSITE BEAM-COLUMNS PERFORMANCE BASED ON NONLINEAR FIBER AND FINITE ELEMENT ANALYSIS [14WCEE] |
| 2363 | M. S. Günay and H. Sucuoğlu | INELASTIC SEISMIC DISPLACEMENT RESPONSE PREDICTION OF MDOF SYSTEMS BY EQUIVALENT LINEARIZATION [14WCEE] |
| 2364 | Virote Boonyapinyo , Norathape Choopool and Pennung Warnitchai | SEISMIC PERFORMANCE EVALUATION OF REINFORCED-CONCRETE BUILDINGS BY STATIC PUSHOVER AND NONLINEAR DYNAMIC ANALYSES [14WCEE] |
| 2365 | L.D. Jacobs R. DesRoches and R.T. Leon | SHAKE TABLE TESTING OF CONTAINER CRANES [14WCEE] |
| 2366 | S. Silvestri , T. Trombetti and G. Gasparini | FLAT-BOTTOM GRAIN SILOS UNDER EARTHQUAKE GROUND MOTION [14WCEE] |
| 2367 | G. Gasparini, S. Silvestri and T. Trombetti | A SIMPLE CODE-LIKE FORMULA FOR ESTIMATING THE TORSIONAL EFFECTS ON STRUCTURES SUBJECTED TO EARTHQUAKE GROUND MOTION EXCITATION [14WCEE] |
| 2368 | O. Isler | SEISMIC PERFORMANCES and TYPICAL DAMAGES OF BEAM-COLUMN JOINTS IN THE RC BUILDINGS [14WCEE] |
| 2369 | B. Taskin and Z. Hasgür | INVESTIGATION OF INFILL WALL EFFECT FOR THE SEISMIC PERFORMANCE OF A MODERATELY DAMAGED RC BUILDING [14WCEE] |
| 2370 | A. Shooshtari and R. Khajavi | New Approach for the Construction of Inelastic Stiffness Matrix for Dynamic Analysis [14WCEE] |
| 2371 | Abdul Qadir Bhatti , Norimitsu Kishi and Khaliq U Rehman Shad | EQUIVALENT FRACTURE ENERGY CONCEPT FOR DYNAMIC RESPONSE ANALYSIS OF PROTOTYPE RC GIRDERS [14WCEE] |
| 2372 | Y.G. Zhao, W.C. Pu and H. Idota | STOCHASTIC EARTHQUAKE RESPONSE OF COLUMN OVER DESIGNED STRUCTURES [14WCEE] |
| 2373 | Alireza M.Goltabar ,R. Shamstabar kami ,A. Ebadi | ANALYZING THE EFFECTIVE PARAMETERS IN POUNDING PHENOMENON BETWEEN ADJACENT STRUCTURE DUE TO EARTHQUAKE [14WCEE] |
| 2374 | O. R. Jaiswal , J. V. Chaudhari , N. H. Madankar | ELASTO-PLASTIC TUNED MASS DAMPER FOR CONTROLLING SEISMIC RESPONSE OF STRUCTURES [14WCEE] |
| 2375 | S. Peloso and A. Pavese | SECANT MODES SUPERPOSITION: A SIMPLIFIED METHOD FOR SEISMIC ASSESSMENT OF RC FRAMES [14WCEE] |
| 2376 | Han-Seon Lee, Jeong-Jae Lee, and Dong-Wook Jung | Analytical Simulation of Shake-Table Responses of a Torsionally-Eccentric Piloti-Type High-Rise RC Building Model [14WCEE] |
| 2377 | Peruš, Iztok; Fajfar, Peter; Dolšek, Matjaz | Simplified Nonlinear Seismic Assessment of Structures Using Approximate SDOF-IDA Curves [14WCEE] |
| 2378 | I. Zentner , A. Nadjarian N. Humbert and E. Viallet | NUMERICAL CALCULATION OF FRAGILITY CURVES FOR PROBABILISTIC SEISMIC RISK ASSESSMENT [14WCEE] |
| 2379 | Taylor, Colin A. | A POTENTIAL WELL FRAMEWORK FOR NONLINEAR SEISMIC PERFORMANCE Performance [14WCEE] |
| 2380 | Akira Murata, Masaru Kitaura, Masakatsu Miyajima and Toshikazu Ikemoto | Predicting damage of wooden houses using fatigue response spectral intensity index considering number of seismic response cycles [14WCEE] |
| 2381 | T. Asari, Y. Fujita and M. Midorikawa | ENERGY RESPONSE OF BUILDING STRUCTURES WITH FOUNDATION UPLIFT SUBJECTED TO EARTHQUAKE MOTIONS [14WCEE] |
| 2382 | Kyohei Mori , Kyohei Murakami , Masanobu Sakashita , Susumu Kono and Hitoshi Tanaka | SEISMIC PERFORMANCE OF MULTI-STORY SHEARWALL WITH AN ADJACENT FRAME CONSIDERING UPLIFT OF FOUNDATION [14WCEE] |
| 2383 | Hyun Ko, Yong-Koo Park and Dong-Guen Lee | Evaluation of Seismic Behavior for Low-Rise RC Moment Resisting Frame with Masonry Infill Walls [14WCEE] |
| 2384 | Watanabe, Hidekazu; Kusunoki, Koichi; Tasai, Akira | Study on Non-Linear Responses of Eccentric Structure [14WCEE] |
| 2385 | Soshi Nakamura ,Hiroshi Kawase ,Naohiro Nakamura | DAMAGE PREDICTION MODELS FOR REINFORCED CONCRETE BUILDINGS BASED ON NON-LINEAR ANALYSES WITH CONSIDERATION TO SOIL-STRUCTURE INTERACTION [14WCEE] |
| 2386 | Takeaki KOSHIKAWA, Masaiki UEDA, Masaru KIKUCHI and Takasuke SAITO | STRUCTURAL PERFORMANCE OF PRECAST PRESTRESSED CONCRETE FRAMES WITH HYBRID POST-TENSIONED CONNECTIONS [14WCEE] |
| 2387 | Kobayashi, Masahito; Koh, T. | Modal Coupling Effects of Mid-Story Isolated Buildings [14WCEE] |
| 2388 | Blake M. Andrews, Larry A. Fahnestock, and Junho Song | DUCTILITY CAPACITY MODELS FOR BUCKLING-RESTRAINED BRACES [14WCEE] |
| 2389 | S.M. Kalantari, H. Naderpour and S.R. Hoseini Vaez | INVESTIGATION OF BASE-ISOLATOR TYPE SELECTION ON SEISMIC BEHAVIOR OF STRUCTURES INCLUDING STORY DRIFTS AND PLASTIC HINGE FORMATION [14WCEE] |
| 2390 | S.D. Campbell, R.M. Richard, and J.E. Partridge | STEEL MOMENT FRAME DAMAGE PREDICTIONS USING LOW-CYCLE FATIGUE [14WCEE] |
| 2391 | Raúl González Herrera and Consuelo Gómez Soberón | INFLUENCE OF PLAN IRREGULARITY OF BUILDINGS [14WCEE] |
| 2392 | A. Di Carluccio , G. Fabbrocino, E. Salzano , G. Manfredi | ANALYSIS OF PRESSURIZED HORIZONTAL VESSELS UNDER SEISMIC EXCITATION [14WCEE] |
| 2393 | A. Di Carluccio, G. Fabbrocino, G. Manfredi | FEM SEISMIC ANALYSIS OF STEEL TANKS FOR OIL STORAGE IN INDUSTRIAL FACILITIES [14WCEE] |
| 2394 | A. Kheyroddin, S.R. Hoseini Vaez and H. Naderpour | INVESTIGATION OF FINITE ELEMENT MODEL OF SLAB COLUMN CONNECTIONS UNDER ECCENTRIC LOAD [14WCEE] |
| 2395 | A. Kheyroddin, H. Naderpour and S.R. Hoseini Vaez | HYSTERETIC EVALUATION OF SEISMIC BEHAVIOR OF RC SHEAR WALLS STRENGTHENED WITH FRP SHEETS [14WCEE] |
| 2396 | Didier Pettinga and Nigel Priestley | ACCOUNTING FOR P-DELTA EFFECTS IN STRUCTURES WHEN USING DIRECT DISPLACEMENT-BASED DESIGN [14WCEE] |
| 2397 | E. Smyrou , T.J. Sullivan , M.J.N. Priestley and G.M. Calvi | DYNAMIC BEHAVIOUR OF T-SHAPED RC WALLS DESIGNED WITH DIRECT DISPLACEMENT-BASED DESIGN [14WCEE] |
| 2398 | Didier Pettinga, Constantin Christopoulos and Stefano Pampanin | PREDICTING INELASTIC TORSIONAL RESPONSE WITH THE INCLUSION OF DYNAMIC ROTATIONAL STIFFNESS [14WCEE] |
| 2399 | E. Smyrou , T.J. Sullivan , M.J.N. Priestley and G.M. Calvi | STUDY OF THE BEHAVIOUR OF SLAB-COUPLED T-SHAPED RC WALLS [14WCEE] |
| 2400 | E. Smyrou , T.J. Sullivan , M.J.N. Priestley and G.M. Calvi | DETERMINATION OF DUCTILITY CAPACITY AND OTHER SECTION PROPERTIES OF T-SHAPED RC WALLS IN DIRECT DISPLACEMENT-BASED DESIGN [14WCEE] |