| 2401 | D. Özhendekci and N. Özhendekci | DESIGNING ECCENTRICALLY BRACED STEEL FRAMES WITH DIFFERENT LINK LENGTHS ALONG THE FRAME HEIGHT [14WCEE] |
| 2402 | Zhiqiang Zhang Aiqun Li Yong Sun Mengya Huang Peibin Li Yu Lou Guangpeng Zhao Zuochao Lv | THE SEISMIC BEHAVIOR ANALYSIS OF THE MAIN TOWER BUILDING OF BEIJING YINTAI CENTER [14WCEE] |
| 2403 | J.J. HOU, B.S. Rong, and X.L. Han | Theoretical and Experimental Study of Twin-tower Tall Building Connected with Damper-supported Corridor under Seismic Excitation [14WCEE] |
| 2404 | N. Özhendekci and D. Özhendekci | DESIGNING ECCENTRICALLY BRACED STEEL FRAMES WITH DIFFERENT LINK LENGTHS ALONG THE FRAME HEIGHT [14WCEE] |
| 2405 | H. AKHLAGHI , A. S. MOGHADAM and M. R. DEHKORDI | ESTIMATION OF ACCELERATION RESPONSE SPECTRA OF FLOOR (ARSF) [14WCEE] |
| 2406 | H. AKHLAGHI and A.S. MOGHADAM | Height-Wise Distribution of Peak Horizontal Floor Acceleration (PHFA) [14WCEE] |
| 2407 | Angelo Marinilli and Oscar A. Lopez | EVALUATION OF CRITICAL RESPONSES AND CRITICAL INCIDENCE ANGLES OBTAINED WITH RSA AND RHA [14WCEE] |
| 2408 | Guangling He and Jie Li | Seismic Analysis of Wind Turbine System Including Soil-structure Interaction [14WCEE] |
| 2409 | D.K. Baros and S.A. Anagnostopoulos | AN OVERVIEW OF PUSHOVER PROCEDURES FOR THE ANALYSIS OF BUILDINGS SUSCEPTIBLE TO TORSIONAL BEHAVIOR [14WCEE] |
| 2410 | Q.X. Yue and J. Li | DYNAMIC RESPONSE OF UTILITY TUNNEL DURING THE PASSAGE OF RAYLEIGH WAVES [14WCEE] |
| 2411 | J.B. Chen , F. Kong and J. Li | GDEE-BASED SEISMIC RESPONSE ANALYSIS AND RELIABILITY EVALUATION OF STRUCTURES [14WCEE] |
| 2412 | G. Manfredi, G.M. Verderame and G.P. Lignola | A F.E.M. MODEL FOR THE EVALUATION OF THE SEISMIC BEHAVIOR OF INTERNAL JOINTS IN REINFORCED CONCRETE FRAMES. [14WCEE] |
| 2413 | Saeid Sabouri-Ghomi and Masoud Ziaei | Study the Feasibility of Transferring the Energy Absorption from Link Beam to Braces in Eccentrically Braced Frames [14WCEE] |
| 2414 | Vaseghi Amiri, Javad; Naghipoor,Morteza; Jalali, Seyyed Ghassem | Performance of Rotational Friction Damper (RFD) in Steel Frames [14WCEE] |
| 2415 | FARSHAD BERAHMAN FARHAD BEHNAMFAR | Fragility Estimates for un-anchored on-grade steel storage tanks [14WCEE] |
| 2416 | QI Xing-jun, LI Xiao-jun | Position optimization for semi-active control dampers of bridge based on energy consumed [14WCEE] |
| 2417 | Junju XIE and Zenping WEN | A MEASURE OF DRIFT DEMAND FOR EARTHQUAKE GROUND MOTIONS BASED ON TIMOSHENKO BEAM MODEL [14WCEE] |
| 2418 | Wen, Ying; Zeng, Qing-Yuan | Principle of Stationary Total Potential Energy in Structural Dynamics: Theory and Applications [14WCEE] |
| 2419 | Jiao Ke, Lai Hongli, Chen Xing, Huang Zhenkang | The Elastic-Plastic Dynamic Analysis Software GSEPA and Its Application in Seismic Analysis of Tall Buildings [14WCEE] |
| 2420 | He Qiumei, Li Yaqi, Liu Aiwen, Li xiaojun | SEISMIC ANALYSIS OF GRAVITY DAM SUBJECTED TO NEAR-FIELD PULSE-LIKE GROUND MOTIONS [14WCEE] |
| 2421 | B.A. Bradley, R.P. Dhakal, M. Cubrinovski , G.A. MacRae | PREDICTION OF SPATIALLY DISTRIBUTED SEISMIC DEMANDS IN STRUCTURES [14WCEE] |
| 2422 | N. Mitra and L.N. Lowes | FACTORS INFLUENCING ANALYTICAL CONTINUUM SIMULATION OF THREE-POINT BEND TEST OF A CONCRETE NOTCHED BEAM [14WCEE] |
| 2423 | SR Uma , John Zhao and Andrew King | STATISTICAL DISTRIBUTION OF FLOOR RESPONSE SPECTRA DUE TO DIFFERENT TYPES OF EARTHQUAKES GROUND MOTIONS [14WCEE] |
| 2424 | L.A. Toranzo-Dianderas, A.D. Reynolds and J.R. Gavan | A PRACTITIONER’S PERSPECTIVE ON THE BENEFITS AND SHORTCOMINGS OF THE USE OF NONLINEAR ANALYSIS FOR THE SEISMIC EVALUATION AND REHABILITATION OF EXISTING STRUCTURES [14WCEE] |
| 2425 | Y. Nagano, M. Tsuji and K. Uetani | PERFORMANCE-BASED DESIGN FOR A SHEAR BUILDING SUBJECT TO DESIGN EARTHQUAKES WITH NON-MONOTONIC DISPLACEMENT SPECTRUM BY USING TIME HISTORY RESPONSE ANALYSIS [14WCEE] |
| 2426 | W. Huang, L.A. Toranzo-Dianderas, A.D. Reynolds, J.R. Gavan, and J.W. Wallace | A CASE STUDY OF PERFORMANCE-BASED SEISMIC EVALUATION AND RETROFIT OF AN EXISTING HOSPITAL BUILDING IN CALIFORNIA, U.S. [14WCEE] |
| 2427 | Liu, Feng; Lu, Xilin; Lu, Wensheng | Shaking Table Test and Numerical Analysis on Terminal Building 2 in Pudong International Airport [14WCEE] |
| 2428 | Tatsuhiko Ine, Muneo Hori, Hirohisa Noguchi, Makoto Ohsaki, Tomoshi Miyamura, Kenji Oguni, Masayuki Kohiyama, Koichi Kajiwara and Hiroshi Akiba | DEVELOPMENT OF EXTREMELY LARGE-SCALE ANALYSIS SOFTWARE ( E-SIMULATOR: VIRTUAL SHAKING TABLE) FOR EARTHQUAKE DYNAMIC COLLAPSE ANALYSIS OF STRUCTURES [14WCEE] |
| 2429 | Hongmei Ren, Xilin Lu and Peizhen Li | COMPUTER SIMULATION ON DYNAMIC SOIL-PILE-SUPERSTRUCTURE INTERACTION SYSTEM CONSIDERING LIQUEFIABLE FOUNDATION [14WCEE] |
| 2430 | Chen, Yanhua; Zhu, Qingjie; Jia, Limei; Feng, Leilei | Fatigue Debonding at the Interface of Reinforced Concrete [14WCEE] |
| 2431 | Wang DuGuo | Seismic Analysis of Long Span Bridge Considering Topography Effect with Oblique Incidence of SV Wave [14WCEE] |
| 2432 | J. Liand W.L. Fan | Stochastic Fluctuation of RC Frame Structures in Seismic Region [14WCEE] |
| 2433 | R. Pinho, C. Bhatt, S. Antoniou, R. Bento | MODELLING OF THE HORIZONTAL SLAB OF A 3D IRREGULAR BUILDING FOR NONLINEAR STATIC ASSESSMENT [14WCEE] |
| 2434 | R. Pinho, R. Bento, C. Bhatt | ASSESSING THE 3D IRREGULAR SPEAR BUILDING WITH NONLINEAR STATIC PROCEDURES [14WCEE] |
| 2435 | G. Ghodrati Amiri and A. Gholamrezatabar | Energy dissipation capacity of shear link in rehabilitated reinforced concrete frame using eccentric steel bracing [14WCEE] |
| 2436 | B.Ö. Ay and S. Akkar | A SIMPLIFIED PROCEDURE FOR ESTIMATING THE INELASTIC DRIFT DEMANDS ON FRAME STRUCTURES [14WCEE] |
| 2437 | Li Fangjie, Liu Aiwen and Xia Shan | Numerical Simulation of damage pattern of Earth Dams during the 2007 Ning’er Ms 6.4 Earthquake in Yunnan [14WCEE] |
| 2438 | Canbolat, Burcu Burak | Structural Applications of a Reinforced Concrete Beam-Column-Slab Connection Model for Earthquake Loading [14WCEE] |
| 2439 | Behrouz Asgarian Hamed Rahman Shokrgozar and Masoud Abitorabi | Effect of Design Loads in Buckling Restrained Braced Frames Performance [14WCEE] |
| 2440 | ZHUANG Haiyang, CHEN Guoxing, WANG Xiuxing | STUDY ON THE EARTHQUAKE RESPONSE OF SUBWAY STATION BUILT IN SOFT SITES WITH DIFFERENT THICKNESS OF SOFT SOIL LAYERS [14WCEE] |
| 2441 | M.R. Mansoori and A.S. Moghadam | EFFECTS OF DAMPER DISTRIBUTION IN CONTROLLING MULTIPLE TORSIONAL RESPONSE PARAMETERS OF ASYMMETRIC STRUCTURES [14WCEE] |
| 2442 | Behrouz Asgarian , Alireza Fiouz and Ali Shakeri Talarposhti | EFFECT OF SOIL-PILE-STRUCTURE INTERACTION ON NONLINEAR RESPONSE OF JACKET TYPE OFFSHORE PLATFORMS THROUGH INCREMENTAL DYNAMIC ANALYSIS [14WCEE] |
| 2443 | M. Saitoh | AN INNOVATIVE METHOD FOR EVALUATING THE DYNAMIC RESPONSE OF INELASTIC STRUCTURES WITH FREQUENCY-DEPENDENT SSI [14WCEE] |
| 2444 | Chen, Zhigang; Yan, Qiuhong;Yang, Zailin | Dynamic Stress Concentration for the Shallow Buried Tunnel Without Liner Impacted by SH-Wave [14WCEE] |
| 2445 | Xia Hongliu and Gao Jie | STUDY ON THE LIMIT VALUE OF PLAN DIMENSION FOR FRAME-COREWALL STRUCTURES [14WCEE] |
| 2446 | NIU Zhiguo, LI Tongchun and HU Shaowei | The Synthesis and Correction of Simulated Earthquake Wave [14WCEE] |
| 2447 | J.G. Cai, J. Feng, Y. Chen and L.F. Huang | STUDY ON THE SEISMIC PERFORMANCE OF SPACE BEAM STRING STRUCTURE [14WCEE] |
| 2448 | M. Yamakawa, Y. Nagano, Y. Lee, K. Uetani | Optimum Design Method of Viscous Dampers in Building Frames Using Calibration Model [14WCEE] |
| 2449 | Vázquez-Lorenzana, Cesar; Urrutia-Galicia, Jose L. | Fundamental Frequencies and Critical Circumferential Modes of Fluid-Tank Systems [14WCEE] |
| 2450 | E. Bojórquez and J. L. Rivera | EFFECTS OF DEGRADING MODELS FOR DUCTILITY AND DISSIPATED HYSTERETIC ENERGY IN UNIFORM ANNUAL FAILURE RATE SPECTRA [14WCEE] |
| 2451 | YeongAe Heo and Sashi K. Kunnath | SENSITIVITY TO MATERIAL MODELING CHOICES IN SEISMIC DEMAND ESTIMATION FOR REINFORCED CONCRETE FRAMES [14WCEE] |
| 2452 | Zhiyu Zong and Sashi Kunnath | BUCKLING OF REINFORCING BARS IN CONCRETE STRUCTURES UNDER SEISMIC LOADS [14WCEE] |
| 2453 | M. E. Tornello, C. D. Frau, G. Palazzo | BEHAVIOURS OF ENERGY DISSIPATION DEVICES AND SEISMIC ISOLATION IN PRESENCE OF NEAR-FAULT GROUND MOTIONS [14WCEE] |
| 2454 | Kouichi Suchi, Yoshifumi Nariyuki, Yukiko Sedo and Atsushi Mikami | A FUNDAMENTAL STUDY ON DEVELOPMENT OF A VERIFICATION SYSTEM FOR EARTHQUAKE-PROOF MEASURES FOR FURNITURE [14WCEE] |
| 2455 | Ahmad Nicknam, Hamid Reza Ahmadi and Navideh Mahdavi | A comparative study of the traditional performance and The Incremental Dynamic Analysis approaches (IDA) [14WCEE] |
| 2456 | S. Li C.H. Zhai L.L. Xie | ANALYSIS ON RESPONSE OF DYNAMIC SYSTEMS TO PULSE SEQUENCES EXCITATION [14WCEE] |
| 2457 | D. Mestrovic , D. Cizmar and M. Pende | NON LINEAR ANALYSIS OF STRUCTURES ACCORDING TO NEW EUROPEAN DESIGN CODE [14WCEE] |
| 2458 | Nobuyuki Izumi , Takahiro Watabe , Takashi Shimizu , Keigo Senda | SEISMIC RESPONSE OF RC HIGH-RISE BUILDINGS IN JAPAN CONSIDERING INTERNAL VISCOUS DAMPING [14WCEE] |
| 2459 | A. D’Ambrisi , M. De Stefano, S. Viti | SEISMIC PERFORMANCE OF IRREGULAR 3D RC FRAMES [14WCEE] |
| 2460 | J.J. JIN,F.L.Zhou, P,Tan,X.Y. Huang, X.Z. Zhuang, C.Y. Shen | STUDY ON PREYIELD SHEAR STIFFNESS OF DIFFERENTIAL RESTORING FORCE MODEL FOR LEAD RUBBER BEARING [14WCEE] |
| 2461 | SUZUMURA Jun-ichi, KAWAMATA Yasuhiro, NAKAMURA Masataka and HANADA Kazufumi | Identification Method of Dynamic Properties of Ground based on the Seismic Observation Record [14WCEE] |
| 2462 | T. Öztürk and Z. Öztürk | VIBRATION ABSORPTION AND ISOLATION IN DYNAMICALLY LOADED FOUNDATIONS [14WCEE] |
| 2463 | Motoo SAISHO | CRACK DAMAGE DISTRIBUTION OF CONCRETE FILLED STEEL TUBE FRAME UNDER EXTREMELY STRONG GROUND MOTION [14WCEE] |
| 2464 | Motoo SAISHO | STEEL BAR FRACTURE OF REINFORCED CONCRETE FRAME UNDER EXTREMELY STRONG GROUND MOTION [14WCEE] |
| 2465 | Jingyao Zhang , Makoto Ohsaki and Atsushi Uchida | EQUIVALENT STATIC LOADS FOR NONLINEAR SEISMIC DESIGN OF SPATIAL STRUCTURES [14WCEE] |
| 2466 | Furuta, Tomoki; Kanamori, Satoshi; Nakao, Masato | A Development of the Damper Device Which Used High Damping Rubber to Install in Joints for Wooden Houses [14WCEE] |
| 2467 | J. Paul Smith-Pardo & G. Yeliz Firat | Lateral Load Analysis of Waterfront Structures Supported on Plumb Piles [14WCEE] |
| 2468 | Masayuki Nagayama and Takashi Miyashita | Tensile Stress-Strain Relationship of High-Performance Fiber Reinforced Cement Composites [14WCEE] |
| 2469 | Koichi Ohami, Shunsuke Otani and Sayaka Abe | SEISMIC RETROFIT BY CONNECTING TO ADJACENT BUILDING [14WCEE] |
| 2470 | Jiyang WANG, Masanobu SAKASHITA, Susumu KONO, Hitoshi TANAKA, Makoto WARASHINA | A MACRO MODEL FOR REINFORCED CONCRETE STRUCTURAL WALLS HAVING VARIOUS OPENING RATIOS [14WCEE] |
| 2471 | Do Tien THINH, Koichi KUSUNOKI and Akira TASAI | Experimental study on a new precast post-tensioned concrete beam column connection system [14WCEE] |
| 2472 | Y. Chu, J. Song , Z. Liang, and G. C. Lee | A Unified Form for Response of 3D Generally Damped Linear Systems under Multiple Seismic Loads through Modal Analysis [14WCEE] |
| 2473 | J. Song , Y. Chu , Z. Liang and G.C. Lee | Response-Spectrum-Based Analysis for Generally Damped Linear Structures [14WCEE] |
| 2474 | Dang Yu, Huo Kaicheng, Qu Weilian | PERFORMANCE OF ISOLATED BUILDINGS DURING NEAR FAULT GROUND MOTION TYPE PULSES [14WCEE] |
| 2475 | T. Öztürk and Z. Öztürk | THE EFFECTS OF THE TYPE OF SLAB ON STRUCTURAL SYSTEM IN THE MULTI-STOREY REINFORCED CONCRETE BUILDINGS [14WCEE] |
| 2476 | F. Garcés, P. García, C. Genatios and M. Lafuente | STIFFNESS IDENTIFICATION OF FRAMED MODELS UNDER CONTROLLED DAMAGE [14WCEE] |
| 2477 | F. Garcés, C. Genatios, P. García, and M. Lafuente | IDENTIFICATION METHOD FOR FLEXURE AND SHEAR BEHAVIOR OF CANTILEVER STRUCTURES [14WCEE] |
| 2478 | Dolšek, Matjaž | The Influence of Epistemic Uncertainty on the Seismic Performance Assessment of Buildings [14WCEE] |
| 2479 | F. Colangelo | ON THE COMPUTATION OF SEISMIC FRAGILITY CURVES [14WCEE] |
| 2480 | WANG Dong-sheng, LI Hong-nan, WANG Guo-xin, Fan Ying-Fang | INELASTIC RESPONSE SPECTRA FOR BIDIRECTIONAL GROUND MOTIONS [14WCEE] |
| 2481 | H. Ousalem and H. Kimura | INVESTIGATION ON THE VARIATION OF THE TENSION AXIAL STIFFNESS OF COLUMNS AND PANELS IN ASEISMIC HIGH-STRENGTH RC WALLS [14WCEE] |
| 2482 | A. Reyes-Salazar, A. López-Barraza, J.O. Rivera-Leyva, J.A. Ramírez- Ramírez and E. Bojorquez | SEISMIC BEHAVIOR OF PERIMETER MOMENT RESISTING STEEL FRAMES [14WCEE] |
| 2483 | A. Laskar , T.T.C. Hsu, Y.L. Mo and J. Wang | SEISMIC SIMULATION OF PRESTRESSED CONCRETE STRUCTURES [14WCEE] |
| 2484 | A.F. Fiouz and T. Salehzadeh | EFFECT OF FLEXURAL STIFFNESS OF END BEAM ON THE FAILURE BEHAVIOR OF STEEL SHEAR WALLS UNDER CYCLIC LOADING [14WCEE] |
| 2485 | TIAN Jie, YAO Qianfeng and Huang Wei | THE NONLINEAR DYNAMIC RESPONSE ANALYSIS OF FRAME-SUPPORTED MULTI-RIBBED SLAB STRUCTURE [14WCEE] |
| 2486 | Jenn-Shin Hwang , Shiang-Jung Wang , Yin-Nan Huang and Jay-Fu Chen | SEISMIC RETROFIT OF MICROELECTRONICS FACTORIES USING VISCOUS DAMPERS [14WCEE] |
| 2487 | K. Shakeri , M.A. Shayanfar and M. Mohebbi Asbmarz | A SPECTRA-BASED MULTI MODAL ADAPTIVE PUSHOVER PROCEDURE FOR SEISMIC ASSESSMENT OF BUILDINGS [14WCEE] |
| 2488 | Tetsuo Nagahashi, Daisuke Kato and Yoshimasa Honda | Effects of eccentricity on behavior of a damaged R/C building during 2004 Chuetsu Earthquake [14WCEE] |
| 2489 | Xueqing Wang & Haiqing Liu | ANALYSIS OF SEISMIC RESPONSE AND CATASTROPHIC BEHAVIOR ON SUSPENDED STRUCTURE SYSTEMS [14WCEE] |
| 2490 | Hiroshi ITO and Kazuhiko KASAI | CUMULATIVE SEISMIC DAMAGE PREDICTION OF DAMPER IN ELASTO-PLASTICALLY DAMPED BUILDINGS [14WCEE] |
| 2491 | Tetsuo Kubo and Huanjun Jiang | EVALUATION AND ASSESSMENT OF AXIAL FORCE FLUCTUATION IN CORNER COLUMNS OF MOMENT-RESISTING R/C DUCTILE FRAME DURING INTENSE SEISMIC ACTION [14WCEE] |
| 2492 | Y. H. Chai and Yanfei Chen | NATURAL PERIODS OF COUPLED SHEAR WALLS VIA DIFFERENTIAL TRANSFORMATION [14WCEE] |
| 2493 | Takeshi Koike, Toshio Imai. and Tomotaka Ogikubo | PERFORMANCE-BASED DESIGN OF STEEL TANKS UNDER SEISMIC RISKS [14WCEE] |
| 2494 | Jian Zhang & John X. Zhao | Strength reduction factor (R factor) model and inelastic response spectra for forward-directivity ground motion [14WCEE] |
| 2495 | K.A. Korkmaz, F. Demir, H. Tekeli, A.E. Karahan | EFFECTS OF INFILLED MASONRY WALLS ON NONLINEAR STRUCTURAL BEHAVIOR OF PRECAST CONCRETE STRUCTURES IN TURKEY [14WCEE] |
| 2496 | Málaga-Chuquitaype, Christian; Bommer, Julian J.; Pinho, R.; Stafford, P. | Selection and Scaling of Ground-Motion Records for Nonlinear Response-History Analyses Based on Equivalent SDOF Systems [14WCEE] |
| 2497 | M.Hashemi Yekani , A.S.Moghadam , M.Ziyaeifar and M.Hosseini | The new method for control and reduction Of torsion with base isolation [14WCEE] |
| 2498 | Hemant kumarVinayak, Ashok Kumar, Pankaj Agarwal and S K Thakkar | NN based Damage Detection from Modal Parameter Changes [14WCEE] |
| 2499 | A. P. Russell and J. M. Ingham | FLANGE EFFECTS OF AN UNREINFORCED MASONRY WALL SUBJECTED TO PSEUDO-STATIC IN-PLANE SEISMIC FORCES [14WCEE] |
| 2500 | Tort, Cenk; Hajjar, Jerome F. | Seismic Design and Analysis of Rectangular Concrete Filled Steel Tube (RCFT) Member and Frames [14WCEE] |