| 301 | Marijana Hadzima-Nyarko, Emmanuel Karlo Nyarko and Dragan Morić | SENSITIVITY ANALYSIS OF SDOF STRUCTURE PARAMETERS ON DAMAGE RATIO COEFFICIENT [14WCEE] |
| 302 | Dragan Moric and Marijana Hadzima-Nyarko | CUMULATIVE HISTERETIC ABSORBED ENERGY [14WCEE] |
| 303 | Da-Gang Lu, and Guang-Yuan Wang | RISK BASED MINIMUM LIFE-CYCLE COST DESIGN OF ASEISMIC STRUCTURES [14WCEE] |
| 304 | R. Sadjadi, and M.R. Kianoush | RESPONSE MODIFICATION FACTORS FOR REINFORCED CONCRETE LIQUID CONTAINING STRUCUTRES [14WCEE] |
| 305 | M. Barbato, Q. Gu and J.P. Conte | A NEW HYBRID RELIABILITY ANALYSIS METHOD: THE DESIGN POINT - RESPONSE SURFACE - SIMULATION METHOD [14WCEE] |
| 306 | MA Hong-wang | A Uniform Storey Ductility Demand Seismic Design Method for Buildings [14WCEE] |
| 307 | LI Hong-nan and Qu Ji-ting | STUDY ON THE OPTIMAL PLACEMENT OF VISCOELASTIC DAMPERS FOR PASSIVE RESPONSE CONTROL BY GENETIC ALGORITHMS [14WCEE] |
| 308 | Daniele Veneziano, Anna Agarwal, and Erdem Karaca | Seismic Design Under Time-Varying Epistemic Uncertainty and Safety Constraints [14WCEE] |
| 309 | Wancheng YUAN, Mi ZHOU and Dong YAN | STUDY AND TREND ON CONCEPTUAL SEISMIC DESIGN FOR BRIDGES IN CHINA [14WCEE] |
| 310 | Q. Gu, M. Barbato and J.P. Conte | A NEW SENSITIVITY AND RELIABILITY ANALYSIS FRAMEWORK FOR STRUCTURAL AND GEOTECHNICAL SYSTEMS [14WCEE] |
| 311 | S. Dogruel and G.F. Dargush | RISK-BASED MULTI-HAZARD OPTIMIZATION OF PASSIVELY DAMPED STRUCTURES USING EVOLUTIONARY ALGORITHMS [14WCEE] |
| 312 | F. Khoshnoudian and S.A. Mohammadi | SEISMIC RESPONSE EVALUATION OF IRREGULAR HIGH RISE STRUSTURES BY MODAL PUSHOVER ANALYSIS [14WCEE] |
| 313 | A. Schellenberg, Y. Huang and S.A. Mahin | STRUCTURAL FE-SOFTWARE COUPLING THROUGH THE EXPERIMENTAL SOFTWARE FRAMEWORK, OPENFRESCO [14WCEE] |
| 314 | T. Trombetti, S. Silvestri and G. Gasparini | STIFFNESS-STRENGTH-DUCTILITY-DESIGN FOR CRESCENT SHAPED BRACES [14WCEE] |
| 315 | Zhang X.T., Wang J.J., Wang Z.Q., Chen H., P Jia M.X., Li J., Zhou H.W., Shen M., Zhang Z.E. | Design of and Experimental Research on a New Type of Steel Damper [14WCEE] |
| 316 | Cruz, Ernesto F.; Valdivia, Dania; Valenzuela, Mauricio | Seismic Response of a Large Electrostatic Precipitator Considering Non-Linear Effects Using a Simplified Model [14WCEE] |
| 317 | Z. Bayati, M. Mahdikhani and A. Rahaei | OPTIMIZED USE OF MULTI-OUTRIGGERS SYSTEM TO STIFFEN TALL BUILDINGS [14WCEE] |
| 318 | Cruz, Emesto F.; Garcia, Rodrigo; Vera, Gonzalo; Valdivia, Dania | An Evaluation of a Simplified Analysis Model for the Earthquake Response of a Coal Fired Boiler and its Steel Support Structure [14WCEE] |
| 319 | O. Lavan, G.F. Dargush and A.M. Reinhorn | MULTI-OBJECTIVE EVOLUTIONARY OPTIMIZATION OF PASSIVE ENERGY DISSIPATION SYSTEMS UNDER SEISMIC LOADING [14WCEE] |
| 320 | L. Kalani Sarokolayi, B. Navayineya, M. Hosainalibegi, J. Vaseghi Amiri | DYNAMIC ANALYSIS OF WATER TANKS WITH INTERACTION BETWEEN FLUID AND STRUCTURE [14WCEE] |
| 321 | M. Keii, K. Ikago, Y. Lee and K. Uetani | A TRIAL DESIGN OF STEEL FRAMED OFFICE BUILDING BASED ON AN OPTIMUM DESIGN METHOD [14WCEE] |
| 322 | R. A. Ortiz, E. F. Cruz, D. Valdivia, J. Nazal | MODAL SPECTRAL CALCULATION OF FLOOR RESPONSE SPECTRA FOR SECONDARY SYSTEMS [14WCEE] |
| 323 | Gang Li and Hongchao Ning | SEISMIC OPTIMUM DESIGN FOR THE HIGH-RISE BUILDING WITH GIRDER TRANSFER FLOOR [14WCEE] |
| 324 | E. Salajegheh, A. Mohammadi, S. Ghaderi Sohi | Optimum Performance Based Design of Concentric Steel Braced Frames [14WCEE] |
| 325 | N. Vila-Pouca, A. Arêde, A. Monteiro, P. Delgado, P. Rocha, J. Guedes, A. Costa and R. Delgado | COMPARATIVE STUDY OF DIFFERENT NUMERICAL METHODOLOGIES FOR THE CICLIC BEHAVIOR OF RC MEMBERS: EXPERIMENTAL VALIDATION [14WCEE] |
| 326 | Hu Mingyi, Zhang Lingxin, Liu Jieping | Structural Frequency Topology Optimization in Seismic Design Based on FEM Method [14WCEE] |
| 327 | C.S. Lee, K. Goda and H.P. Hong | COST-EFFECTIVENESS OF TUNED MASS DAMPER AND BASE ISOLATION [14WCEE] |
| 328 | V. Thiruvengadam, J. C. Wason and K. I. Praseeda | COST MODELING OF FOUNDATIONS OF REINFORCED CONCRETE BUILDINGS DESIGNED FOR SEISMIC EFFECTS [14WCEE] |
| 329 | J. Salajegheh, E. Salajegheh, S.M. Seyedpoor and S. Gholizadeh | ARCH DAM OPTIMIZATION CONSIDERING FLUID-STRUCTURE INTERACTION WITH FREQUENCY CONSTRAINTS USING ARTIFICIAL INTELLIGENCE METHODS [14WCEE] |
| 330 | A. Dall’Asta, L. Ragni and A. Zona | A DESIGN METHOD FOR STEEL FRAMES EQUIPPED WITH BUCKLING RESTRAINED BRACES [14WCEE] |
| 331 | A.M. Mwafy | RATIONAL USE OF INELASTIC RESPONSE IN SEISMIC DESIGN [14WCEE] |
| 332 | Mahmoudreza Mivehchi and Farzin Ansari | INTRODUCTION OF THE SOFTWARE OF SEISMIC RETROFITTING DESIGN FOR EXISTING BUILDINGS IN IRAN [14WCEE] |
| 333 | Kehai Wang, Qian Li and Han Wei | Passive Control System of a Steel Truss Girder Cable-stayed Bridge [14WCEE] |
| 334 | Y.T. Chen and Y.H. Chai | SEISMIC DESIGN OF STRUCTURES WITH SUPPLEMENTAL MAXWELL MODEL-BASED BRACE-DAMPER SYSTEMS [14WCEE] |
| 335 | HEMALATHA. G and JAYA.K.P | SEISMIC RESPONSE REDUCTION OF STRUCTURES USING OPTIMUM ABSORBER PARAMETERS [14WCEE] |
| 336 | J.P. Almeida, A.A. Correia and R. Pinho | DEVELOPMENT OF A 3D FORCE-BASED BEAM ELEMENT FOR NONLINEAR ANALYSIS OF RC FRAME STRUCTURES CONSIDERING FLEXURE-SHEAR COUPLING [14WCEE] |
| 337 | Khakimov Sh. A. | QUESTIONS OF NORMALIZATION OF DESIGN AND RULES OF REHABILITATION AND ANTISEISMIC STRENGTHENING OF BUILDINGS OF EXISTING SITE DEVELOPMENT [14WCEE] |
| 338 | P. Ceresa, L. Petriniand R. Pinho | CYCLIC NONLINEAR BEHAVIOUR OF RC FRAMED STRUCTURES ACCOUNTING FOR FLEXURE-SHEAR INTERACTION [14WCEE] |
| 339 | Jack CHEANG, Han Xiaolei, Tang JianQiu, Chen Xuewei | RESEARCH ON THE SEISMIC DESIGN OF TRANSFER-STOREY STRUCTURES BASED ON PHILOSOPHY OF CAPACITY DESIGN UNDER SEVERE EARTHQUAKE [14WCEE] |
| 340 | A.A. Correia, J.P. Almeida and R. Pinho | FORCE-BASED VERSUS DISPLACEMENT-BASED FORMULATIONS IN THE CYCLIC NONLINEAR ANALYSIS OF RC FRAMES [14WCEE] |
| 341 | G.P. Cimellaro, T. T. Soong and A.M. Reinhorn | OPTIMAL INTEGRATED DESIGN OF CONTROLLED STRUCTURES [14WCEE] |
| 342 | T.ÇAKIR, R.LİVAOĞLU, A.DOĞANGÜN | EFFECTS OF DIFFERENT BACKFILL SOIL TYPES ON DYNAMIC BEHAVIOR OF RECTANGULAR TANK WALL CONSIDERING BACKFILL WALL-FLUID INTERACTION [14WCEE] |
| 343 | M. Wieland, R.P. Brenner and A. Bozovic | POTENTIALLY ACTIVE FAULTS IN THE FOUNDATIONS OF LARGE DAMS PART II: DESIGN ASPECTS OF DAMS TO RESIST FAULT MOVEMENTS [14WCEE] |
| 344 | Zhang Chuhan, Jin Feng, Pan Jianwen, Long Yuchuan | SEISMIC SAFETY EVALUATION OF HIGH CONCRETE DAMS PART II:EARTHQUAKE BEHAVIOR OF ARCH DAMS: CASE STUDY [14WCEE] |
| 345 | B. Xu, L.L. Zhang , and G.B. Song | Validation of an Identification Methodology for a Model Frame Structure on Shaking Table Using Laser Displacement Sensing [14WCEE] |
| 346 | Zhang Chuhan, Jin Feng | SEISMIC SAFETY EVALUATION OF HIGH CONCRETE DAMS PART I: STATE OF THE ART DESIGN AND RESEARCH [14WCEE] |
| 347 | Zhang Liaojun, Wu Zuoguo, Ye Shangfang, Zhang Huixing | Seismic Response Analysis of the Underwater High-rise Independent Intake Tower [14WCEE] |
| 348 | Ramazan LİVAOĞLU and Adem DOĞANGÜN | AN INVESTIGATION ABOUT THE SOIL-STRUCTURE INTERACTION EFFECTS ON SLOSHING RESPONSE OF THE ELEVATED TANKS [14WCEE] |
| 349 | Gh. Ghodrati Amiri, B. Mohebi and N. Maddah | Optimization of Damage Index in RC Structures Using Genetic Algorithm [14WCEE] |
| 350 | Alcántara, Leonardo; Ovando, E.; Macías, Marco A; Ruiz, A. L. | Strong Ground Motion Duration and Response Spectra Using Artificial Neural Networks [14WCEE] |
| 351 | Zhang Liaojun, Wang Dasheng, Zhang Huixing | Dynamic stability of dams against Deep Slide by strength reduction method [14WCEE] |
| 352 | Eskandar Mokhtari, Mahmoud Nejati, Farshid Khademi Hashemi, Shirin Shad | RESTORATION PLAN OF SECOND GATE IN BAM CITADEL (ARG E BAM) [14WCEE] |
| 353 | Kunihiko UNO, Hiroo SHIOJIRI, Kazuhiro KAWAGUCHI and Masataka NAKAMURA | ANALYTICAL METHOD, MODELING AND BOUNDARY CONDITION FOR THE RESPONSE ANALYSIS WITH NONLINEAR SOIL-STRUCTURE INTERACTION [14WCEE] |
| 354 | H. Dobashi, T. Hatsuku, T. Ichimura, M. Hori, T. Yamada, N. Ohbo, M. Moriguchi and H. Itami | FULL 3D SEISMIC RESPONSE ANALYSIS OF UNDERGROUND RAMP TUNNEL STRUCTURE USING LARGE-SCALE NUMERICAL COMPUTATION [14WCEE] |
| 355 | Liping Yan, Ph.D., P.E., G.E. | A MATHEMATICAL MODEL FOR DYNAMIC RESPONSE OF A RIGID BLOCK ON A CIRCULAR ARC SLIDING SURFACE [14WCEE] |
| 356 | Li Tong-chun, Zhang Hong-yang, Li Hong-en and Liang Dong | DYNAMIC CONSTITUTIVE MODEL FOR MATERIAL OF ROCKFILL DAMS [14WCEE] |
| 357 | Y. Ono, S. Nishida and J. Kiyono | SPH simulation for seismic behavior of earth structures [14WCEE] |
| 358 | LI Tongchun, LI Hongen, ZHAO Lanhao and TIAN Jingyuan | ANTI-SEISMIC ANALYSIS OF SHUANGJIANGKOU ROCK-FILL DAM CONCERNING VISCOUS-SPRING ARTIFICIAL BOUNDARY [14WCEE] |
| 359 | LI Tongchun, YAN Yuanyuan, ZHAO Lanhao | FEM ANALYSIS OF THE ORIFICE ANTI-SEIMIC REINFORCEMENT FOR HIGH ARCH DAM [14WCEE] |
| 360 | Sakashita, Masanobu; Watanabe, Fumio; Kono, Susumu; Tanaka, Hitoshi | Macro Model Simulating the Seismic Force Resisting Mechanism of Multi-Story Shearwalls Supported by Piles [14WCEE] |
| 361 | Akshay Adya | FE MODELING AND NUMERICAL SIMULATION FOR DYNAMIC ANALYSIS OF GRAVITY DAM SPILLWAYS [14WCEE] |
| 362 | A. Noorzad, M. Aminpoor and H. Salari | SEISMIC SLOPE STEBILITY ANALYSIS OF JOINTED ROCK MASSES ON THE NORTHERN ABUTMENT OF GOTVAND DAM, IRAN [14WCEE] |
| 363 | Mohammad M. Ahmadi and Mahdi Ehsani | DYNAMIC ANALYSIS OF PILES IN SAND BASED ON SOIL-PILE INTERACTION [14WCEE] |
| 364 | N. Nilipour and L. Mouvet | SEISMIC ASSESSMENT AND STRENGTHENING OF A SLENDER ARCH DAM [14WCEE] |
| 365 | H. KIMATA, Y. FUJITA, K. NIIMI, D. MIYAMOTO, K. NAKAYAMA, Y. USHIDA | SEISMIC SAFETY OF CONCRETE GRAVITY DAMS BASED ON DYNAMIC CRACK PROPAGATION ANALYSIS DURING LARGE-SCALE EARTHQUAKES [14WCEE] |
| 366 | Emdad Mohammad Reza; Tehranizadeh, Mohsen; Deylami, Ardeshir | Assessment of Unreinforced Masonry Buildings Withstanding Lateral Loads by Capacity Curve [14WCEE] |
| 367 | A. Craifaleanu and Iolanda-Gabriela Craifaleanu | ALGORITHM FOR IMPROVING THE ACCURACY OF NEWMARK INTEGRATION METHOD IN THE STUDY OF ELASTOPLASTIC OSCILLATIONS [14WCEE] |
| 368 | B. Poursartip and V. Lotfi | MODAL ANALYSIS OF CONCRETE ARCH DAMS IN TIME DOMAIN INCLUDING DAM-RESERVOIR INTERACTION [14WCEE] |
| 369 | H.E. Estekanchi, H.T. Riahi and A. Vafai | Endurance Time Method: Exercise Test for Seismic Assessment of Structures [14WCEE] |
| 370 | K. Galal and H. El-Sokkary | ADVANCEMENT IN MODELING OF RC SHEAR WALLS [14WCEE] |
| 371 | K. He, L. Liu, W. Wang, Y. Tan, and Q. Chen | SIMULATION OF STRONG GROUND MOTION SCENARIO IN THE GREATER BEIJING AREA CAUSED BY THE 1679 M8 SANHE-PINGGU EARTHQUAKE [14WCEE] |
| 372 | O. Lavan, M.V. Sivaselvan, A.M. Reinhorn and G.F. Dargush | PROGRESSIVE COLLAPSE ANALYSIS THROUGH STRENGTH DEGRADATION AND FRACTURE IN THE MIXED LAGRANGIAN FRAMEWORK [14WCEE] |
| 373 | A. Fathi and V. Lotfi | EFFECTS OF RESERVOIR LENGTH ON DYNAMIC ANALYSIS OF CONCRETE GRAVITY DAMS [14WCEE] |
| 374 | Mahdavian Abbas | Rudbar Lorestan Dam Design and local Faults [14WCEE] |
| 375 | S. Louadj, R. Bahar, E. Vincens, N. Laouami | ANALYSIS OF THE SEISMIC BEHAVIOR OF KEDDARA DAM USING STRONG MOTION RECORDS [14WCEE] |
| 376 | LL. Duni, N. Kuka, I. Hoxha and SH. Kuka | SEISMIC HAZARD ASSESSMENT AND STRONG MOTION MONITORING OF DAMS IN ALBANIA [14WCEE] |
| 377 | Boni, Maria Pia; Compagnoni, Massimo; Lai, Carlo Giovanni; Pergalani, Floriana; Petrini, Lorenza; Petrini, Vincenzo | Sensitivity Analysis on the Buildings and Landslides Seismic Response to the Application of Artificial and Recorded Accelerograms [14WCEE] |
| 378 | M. Pasbani-Khiavi, A.R.M. Gharabaghi, and K.Abedi | DAM-RESERVOIR INTERACTION ANALYSIS USING FINITE ELEMENT MODEL [14WCEE] |
| 379 | M. Wieland | IMPLICATIONS OF COMPLEX SEISMOTECTONIC SITE CONDITIONS ON SEISMIC DESIGN OF LARGE DAMS [14WCEE] |
| 380 | M. Wieland, R.P. Brenner and A. Bozovic | POTENTIALLY ACTIVE FAULTS IN THE FOUNDATIONS OF LARGE DAMS PART I: VULNERABILITY OF DAMS TO SEISMIC MOVEMENTS IN DAM FOUNDATION [14WCEE] |
| 381 | Tomio.Nakano and Satoshi.Matsuda | STOCHASTIC METHOD TO EVALUATE MAXIMUM RESPONSE VALUE FOR SDOF EXCITED BY INPUT MOTION EXPRESSED AS ARBITRARY SHAPE SPECTRUM [14WCEE] |
| 382 | M. Wieland | LARGE DAMS THE FIRST STRUCTURES DESIGNED SYSTEMATICALLY AGAINST EARTHQUAKES [14WCEE] |
| 383 | Barbara Mills-Bria, Larry Nuss, and Dr. Anil Chopra | CURRENT METHODOLOGY AT THE BUREAU OF RECLAMATION FOR THE NONLINEAR ANALYSES OF ARCH DAMS USING EXPLICIT FINITE ELEMENT TECHNIQUES [14WCEE] |
| 384 | Zhang Shi-hai, Zhai Tian-song, Liu Shu-jun, Ou Jin-ping and Wang Guang-yuan | THE SPATIAL CONTINUOUS EARTHQUAKE DESIGN RESPONSE SPECTRA [14WCEE] |
| 385 | Zhang Shi-hai Zhai Tian-song Liu Shu-jun Ou Jin-ping and Wang Guang-yuan | NN-BASED BUILDING SITE CONTINUOUS CLASSIFICATION [14WCEE] |
| 386 | B. Song, J.S. Pan, Q. Liu | STUDY ON CRITICAL ANGLE TO THE SEISMIC RESPONSE OF CURVED BRIDGES BASED ON PUSHOVER METHOD [14WCEE] |
| 387 | Y. LEI, L. J. LIU and P.H. Ni | DISTRIBUTED DETECTION OF LOCAL DAMAGE IN LARGE-SIZE STRUCTURES UNDER EARTHQUAKE EXCITATION [14WCEE] |
| 388 | P. Dakoulas and V. Evangelou | SEISMIC PERFORMANCE OF A CONCRETE FACED ROCKFILL DAM USING AN ADVANCED NONLINEAR 3D NUMERICAL ANALYSIS [14WCEE] |
| 389 | CHENBIN DU, YONGWEN HONG, JUWEI YUAN, ZHIMING LIU | SEISMIC SAFETY EVALUATION FOR CONCRETE GRAVITY DAMS [14WCEE] |
| 390 | E. Salajegheh, S. Ghaderi Sohi and A. Mohammadi | NONLINEAR DYNAMIC ANALYSIS OF STRUCTURES USING CELLULAR AUTOMATA [14WCEE] |
| 391 | Jin Qiao, Li Xin, He Tianfu, Zhou Jing | PLASTIC-DAMAGE ANALYSIS OF RCC DAMS STRENGTHENED WITH STEEL FIBER REINFORCED CONCRETE IN MONOLITH FOR SEISMIC RESISTANCE [14WCEE] |
| 392 | M. Fadavi Amiri, A. Akbari and G. Ghodrati Amiri | NEW METHOD FOR GENERATION OF ARTIFICIAL EARTHQUAKE RECORD [14WCEE] |
| 393 | Anil K. Chopra | EARTHQUAKE ANALYSIS OF ARCH DAMS: FACTORS TO BE CONSIDERED [14WCEE] |
| 394 | S.Y. Xiao and G. Lin | VISCOPLASTIC SEISMIC RESPONSE OF ARCH DAM UNDER HIGH HYDROSTATIC PRESSURE [14WCEE] |
| 395 | N. Mitra | CONTINUUM MODEL FOR RC INTERIOR BEAM-COLUMN CONNECTION REGIONS [14WCEE] |
| 396 | N. Mitra | UNCERTAINTY IN ANALYTICAL STRUCTURAL RESPONSE ASSOCIATED WITH HIGH LEVEL MODELING DECISIONS [14WCEE] |
| 397 | A. Burman, D. Chakravarty and D. Maity | INFLUENCE OF MATERIAL NONLINEARITY OF FOUNDATION IN THE DAM FOUNDATION INTERACTION ANALYSIS [14WCEE] |
| 398 | I. Gogoi and D. Maity | A NOVEL PROCEDURE FOR DETERMINATION OF HYDRODYNAMIC PRESSURE ALONG UPSTREAM FACE OF DAMS DUE TO EARTHQUAKES [14WCEE] |
| 399 | Y. Ariga | STUDY ON EARTHQUAKE DAMAGE MECHANIZM AND MEASURES OF SPILLWAY COMPOSED OF CONCRETE PIERS WITH DIFFERENT SHAPES AND DYNAMIC RESPONSE PROPERTIES [14WCEE] |
| 400 | J. Proulx and G.R. Darbre | EARTHQUAKE RESPONSE OF LARGE ARCH DAMS OBSERVATIONAL EVIDENCE AND NUMERICAL MODELLING [14WCEE] |