| 10501 | R. Tremblay, I. Ghorbanirenani, N. Velev, P. Léger, M. Leclerc, S. Koboevic, N. Bouaanani, K. Galal, and D. Palermo | SEISMIC RESPONSE OF MULTI-STOREY REINFORCED CONCRETE WALLS SUBJECTED TO EASTERN NORTH AMERICA HIGH FREQUENCY GROUND MOTIONS [14WCEE] |
| 10502 | M.N. Ahari, S. Eshghi, M.G. Ashtiany | ASYMMETRIC UPLIFT ANALYSIS OF UNANCHORED STEEL STORAGE TANKS [14WCEE] |
| 10503 | W. Zhou, H. Li, Z. Wu | DAMAGE DETECTION IN THE COMPOSITE FUEL TANK BY VIBRATION MEASUREMENT APPROACH [14WCEE] |
| 10504 | S.H. Eslami | CALCULATION OF DYNAMIC STRESS INTENSITY FACTORS IN THE MIXED MODE USING COMPLEX FUNCTIONS THEORY [14WCEE] |
| 10505 | PAN Wen and JIN Yao | STUDIES ON DESIGN METHOD FOR FRICTION ENERGY DISSIPATION BRACED-RC FRAME BASED ON ELASTIC STIFFNESS [14WCEE] |
| 10506 | MacRae, Gregory.A.; Au, Euving; Pettinga, Diddier; Deam, Bruce; Sadashiva.V. | A Simple Design Method for Yielding Structures Subject to Torsion [14WCEE] |
| 10507 | Sadashiva, Vinod.K.; macRae, Gregory A.; Deam, Bruce L. | Determination of Irregularity Limits [14WCEE] |
| 10508 | Montazar Rabiei | Effects of vertical ground motions on the seismic response of isolated structures with XY-Friction Pendulum system [14WCEE] |
| 10509 | Meng, Shangjiu; Chen, Longwei; Yuan, Xiaoming | Analysis of Influence Factors for Earthquake-Induced Differential Settlements of Buildings [14WCEE] |
| 10510 | S. Resemini, S. Lagomarsino and C. Cauzzi | DYNAMIC RESPONSE OF ROCKING MASONRY ELEMENTS TO LONG PERIOD STRONG GROUND MOTION [14WCEE] |
| 10511 | Omid Bahar and Abolfazl Taherpour | Nonlinear Dynamic Behavior of RC Buildings against Accelerograms with partial Compatible Spectrum [14WCEE] |
| 10512 | S. Cimilli Erkmen and M. Saatcioglu | SEISMIC BAHVIOUR OF FRP REINFORCED CONCRETE FRAME BUILDINGS [14WCEE] |
| 10513 | Takeshi Morii, Yasuhiro Hayashi, Yoshiaki Kumagai and Yoshihiro Ohnishi | CUMULATIVE DAMAGE OF HIGH-RISE BUILDINGS DURING THE IN-SERVICE PERIOD IN OSAKA, JAPAN [14WCEE] |
| 10514 | M. Suthasit and P. Warnitchai | MODELING OF GRAVITY-LOAD-DESIGNED RC FRAME BUILDINGS FOR NONLINEAR DYNAMIC ANALYSIS [14WCEE] |
| 10515 | JUWEI YUANCHENGBIN DU YONGWEN HONG, ZHIMING LIU | STATIC AND DYNAMIC ANALYSIS ON THE GRAVITY DAM ANTI-SLIDING STABILITY UNDER UNITED FORM BETWEEN DAM AND PLANT [14WCEE] |
| 10516 | G. Camata, L. Cifelli, E. Spacone, J. Conte and P. Torrese | SAFETY ANALYSIS OF THE BELL TOWER OF S. MARIA MAGGIORE CATHEDRAL IN GUARDIAGRELE (ITALY) [14WCEE] |
| 10517 | Angelo Marinilli | SIMPLIFIED STOCHASTIC ANALYSIS OF REINFORCED CONCRETE FRAMES UNDER SEISMIC LOADS [14WCEE] |
| 10518 | Gustavo Pacheco, Luis E. Suárez and Miguel Pando | DYNAMIC LATERAL RESPONSE OF SINGLE PILES CONSIDERING SOIL INERTIA CONTRIBUTIONS [14WCEE] |
| 10519 | J.D. Marshall and F.A. Charney | DEVELOPMENT AND ANALYSIS OF A HYBRID PASSIVE CONTROL DEVICE [14WCEE] |
| 10520 | Mokari, Javad; Moghadam, A.S. | Theoretical Study of Reinforced Concrete Columns with Poor Confinement Retrofitted by Thermal Post Tension Steel Jacketing [14WCEE] |
| 10521 | S.A. Bonetti and A.B. Matamoros | FUSE ELEMENTS FOR SPECIAL CONCENTRICALLY BRACED FRAMES [14WCEE] |
| 10522 | Dj. Z. Ladjinovic and R. J. Folic | SEISMIC ANALYSIS OF ASYMMETRIC IN PLAN BUILDINGS [14WCEE] |
| 10523 | G. Amato, L. Cavaleri, M. Fossetti, M. Papia | INFILLED FRAMES: INFLUENCE OF VERTICAL LOAD ON THE EQUIVALENT DIAGONAL STRUT MODEL [14WCEE] |
| 10524 | C. Faella, C. Lima and E. Martinelli | NON-LINEAR STATIC METHODS FOR SEISMIC FRAGILITY ANALYSIS AND RELIABILITY EVALUATION OF EXISTING STRUCTURES [14WCEE] |
| 10525 | S. Limkatanyu and E. Spacone | NONLINEAR ANALYSIS OF REINFORCED CONCRETE FRAMES INCLUDING BOND-SLIP EFFECTS [14WCEE] |
| 10526 | J.R. Pique and M. Burgos | EFFECTIVE RIGIDITY OF REINFORCED CONCRETE ELEMENTS IN SEISMIC ANALYSIS AND DESIGN [14WCEE] |
| 10527 | Hyeuk Ryu, Nicolas Luco, Jack W. Baker, and Erdem Karaca | CONVERTING HAZUS CAPACITY CURVES TO SEISMIC HAZARD COMPATIBLE BUILDING FRAGILITY FUNCTIONS: EFFECT OF HYSTERETIC MODELS [14WCEE] |
| 10528 | J. KUBIN, Y. M. FAHJAN and M. T. TAN | COMPARISON OF PRACTICAL APPROACHES FOR MODELLING SHEARWALLS IN STRUCTURAL ANALYSES OF BUILDINGS [14WCEE] |
| 10529 | BAI Yashuang and SUN Jingjiang | STUDAY ON BIDIRECTIONAL HORIZONTAL SEISMIC RESPONSE SPECTRUM INPUT OF ECCENTRIC STRUCTURAL [14WCEE] |
| 10530 | Y. Nogami, Y. Murono and T. Sato | SEISMIC RESPONSE ANALYSIS OF RC STRUCTURES CONSIDERING STRENGTH DEGRADATION CAUSED BY CYCLIC LOADING [14WCEE] |
| 10531 | Y. Murono and T. Sato | EARTHQUAKE RESPONSE SPECTRUM CONSIDERING STOCHASTIC CHARACTERISTICS OF PHASE SPECTRUM [14WCEE] |
| 10532 | Mahmood Hosseini and Mohammad Reza Rezaee | INTRODUCING E2D: A COMPUTER PROGRAM FOR USING THE RESULT OF ‘ETABS’ IN ‘DRAIN’ [14WCEE] |
| 10533 | S. Biondi | THE KNOWLEDGE LEVEL IN EXISTING BUILDINGS ASSESSMENT [14WCEE] |
| 10534 | Wang, Liping; Liu, Liping; Shan, Zhiwei; Zheng, Nina | Seismic Performance of Terraced Reinforced Concrete Frame [14WCEE] |
| 10535 | P. Banerji and M. Barve | EFFECT OF UNCERTAINTIES IN STRUCTURAL PARAMETERS ON EARTHQUAKE RESPONSE OF TORSIONALLY-COUPLED BUILDINGS [14WCEE] |
| 10536 | N. Marubashi, N. Takahashi, H. Umemura and T. Ichinose | Asymmetric Seismic Response of SDOF Systems with Strength Deterioration [14WCEE] |
| 10537 | M.R. Hamtaei and S.A. Anvar | Estimation of Modal Parameters of Buildings by Wavelet Transform [14WCEE] |
| 10538 | H. Zafarani, A.K. Ghorbani-Tanha, M. Rahimian and A. Noorzad | SEISMIC RESPONSE ANALYSIS OF MILAD TOWER IN TEHRAN, IRAN, UNDER SITE-SPECIFIC SIMULATED GROUND MOTIONS [14WCEE] |
| 10539 | S. Biondi, E. Candigliota | IN SITU TESTS FOR SEISMIC ASSESSMENT OF R.C. STRUCTURES [14WCEE] |
| 10540 | Ch.C. Ren, J.P. Ou, and J.F. Jia | Fuzzy Seismic Damage Assessment of Steel Frame Structures with Buckling Restrained Braces under Near-field Ground Motions [14WCEE] |
| 10541 | U. Yazgan and A. Dazio | UTILIZATION OF RESIDUAL DISPLACEMENTS IN THE POST-EARTHQUAKE ASSESSMENT [14WCEE] |
| 10542 | S. M. Wilkinson and M. V. Sivaselvan | SENSITIVITY OF NONLINEAR FRAMES TO MODELLING PARAMETERS AND EARTHQUAKE EXCITATIONS [14WCEE] |
| 10543 | J.Z. Chen, A.R. Ghaemmaghami and M.R. Kianoush | DYNAMIC ANALYSIS OF CONCRETE RECTANGULAR LIQUID STORAGE TANKS [14WCEE] |
| 10544 | Hibino, Yo; Kikuchi, Masaru; Teshigawara, Masaomi | Cumulative Strength Index Distribution Along Building Height and Story Collapse Rate in Reinforced Concrete Buildings [14WCEE] |
| 10545 | Yoshitaka Suzuki , Norihide Koshika , Ariyoshi Yamada, Satoshi Orui and Kan Shimizu | Real-time Building Damage Estimation System based on Observed Building Response [14WCEE] |
| 10546 | Yung-Chin Wang, Kai Hsu | Truss Analysis for Evaluating the Behavior of Reinforced Concrete Moment-Resisting Frames with Poorly Reinforcing Details [14WCEE] |
| 10547 | Xiao Mingkui, Jiang Songyou, Cheng Yin and Wang Jianning | Influencing Factor Analysis of the Hysteretic Energy Responses for Seismic Frame Structures [14WCEE] |
| 10548 | M. Bosco, A. Ghersi and E.M. Marino | A DESIGN METHOD FOR THE SEISMIC UPGRADE OF EXISTING R.C.FRAMES BY BUCKLING RESTRAINED BRACES [14WCEE] |
| 10549 | R. P. Apostolska , G. S. Necevska-Cvetanovska , J. P.Cvetanovska and N. Mircic | SEISMIC PERFORMANCE OF FLAT-SLAB BUILDING STRUCTURAL SYSTEMS [14WCEE] |
| 10550 | Guixuan Wang and Pei Qiang and Xuefeng Chen | Large Deformation Analyses of Concrete Caisson Quay Wall Subjected to Earthquake Loading by Using Distinct Element Method [14WCEE] |
| 10551 | Saedi Daryan A, Ziaei M, Golafshar A, Pirmoz A | A Study of the Effect of Infilled Brick Walls on the Behavior of Eccentrically Braced Frames [14WCEE] |
| 10552 | Radenko PEJOVIC , Radivoje MRDAK and Olga MIJUSKOVIC | ANALYSIS OF SEISMIC RESPONSE OF THE “MRATINJE” HIGH ARCH DAM [14WCEE] |
| 10553 | Javad Moradloo,Mohammad Taghi Ahmadi, Shahram Vahdani | Nonlinear Dynamic Analysis of Concrete Arch Dams [14WCEE] |
| 10554 | Javad Moradloo ,Mohammad Taghi Ahmadi , Shahram Vahdani | Nonlinear Dynamic Analysis of Concrete Arch Dam Considering Large Displacements [14WCEE] |
| 10555 | P. P. Diotallevi, L. Landi and B. Pollio | EVALUATION OF CONVENTIONAL AND ADVANCED PUSHOVER PROCEDURES FOR REGULAR AND IRREGULAR RC FRAMES [14WCEE] |
| 10556 | A. Benedetti, L. Landi and D. Malavolta | ON THE DESIGN AND EVALUATION OF SEISMIC RESPONSE OF RC BUILDINGS ACCORDING TO DIRECT DISPLACEMENT-BASED DESIGN APPROACH [14WCEE] |
| 10557 | Pier Paolo Diotallevi, Luca Landi, Filippo Cardinetti | A FIBER BEAM COLUMN ELEMENT FOR MODELLING THE FLEXURES HEAR INTERACTION IN THE NON-LINEAR ANALYSIS OF RC STRUCTURES [14WCEE] |
| 10558 | Houman Ghalibafian, Carlos E. Ventura, and Ricardo O. Foschi | EFFECTS OF NONLINEAR SOIL-STRUCTURE INTERACTION ON THE INELASTIC SEISMIC DEMAND OF PILE-SUPPORTED BRIDGE PIERS [14WCEE] |
| 10559 | L. E. Pérez Rocha and J Avilés López | STRENGTH REDUCTION FACTORS IN SOIL-STRUCTURE INTERACTION: DAMAGE ANALYSIS [14WCEE] |
| 10560 | Liu Yi, Xue Jianyang, Zhao Hongtie, Chen Zongping | CALCULATION ON DEFORMATION RATIO OF SHEAR TO BENDING FOR STEEL REINFORCED CONCRETE SPECIAL-SHAPED COLUMNS [14WCEE] |
| 10561 | Srdjan Jankovic and Bozidar Stojadinovic | DETERMINING INTERSTOREY DRIFT CAPACITY OF R/C FRAME BUILDING [14WCEE] |
| 10562 | José A. Martínez-Cruzado and Norberto Rojas | STRONG MOTION INSTRUMENTATION IN THE BRITISH VIRGIN ISLANDS [14WCEE] |
| 10563 | F. Amini , H.R. Razeghi and M. Shadlou | New Evaluation of Soil-Structure Interaction Effects on Optimal Control of Structures [14WCEE] |
| 10564 | H.G. URREGO and R.L. BONETT | A DISPLACEMENT-BASED ANALYSIS AND DESIGN PROCEDURE FOR STRUCTURAL WALLS [14WCEE] |
| 10565 | E. Bojórquez, A. Terán-Gilmore, S. E. Ruizand A. Reyes-Salazar | EVALUATION OF STRUCTURAL RELIABILITY OF STEEL FRAMES CONSIDERING CUMULATIVE DAMAGE [14WCEE] |
| 10566 | M. Reza Bayat, Subhash C. Goel, and Shih-Ho Chao | FURTHER REFINEMENT OF PERFORMANCE-BASED PLASTIC DESIGN' OF STRUCTURES FOR EARTHQUAKE RESISTANCE [14WCEE] |
| 10567 | B. Ozturk | INVESTIGATION OF SEISMIC BEHAVIOR OF REINFORCED CONCRETE SHEARWALL BUILDING FRAMES SUBJECTED TO GROUND MOTIONS FROM THE 1999 TURKISH EARTHQUAKES [14WCEE] |
| 10568 | Hata, Ippei; Ishimaru, Shinji; Furuhashi, Takeshi | Basic Research on Inverse Design for Seismic-Isolated and Response-Controlled Structures [14WCEE] |
| 10569 | Y.Hayashi, A.Nii and T.Morii | EVALUATION OF BUILDING DAMAGE BASED ON EQUIVALENT-PERFORMANCE RESPONSE SPECTRA [14WCEE] |
| 10570 | Radmila B. SALIC , Mihail A. GAREVSKI and Zoran V. MILUTINOVIC | RESPONSE OF LEAD-RUBBER BEARING ISOLATED STRUCTURE [14WCEE] |
| 10571 | E. Karaca and N. Luco | DEVELOPMENT OF HAZARD-COMPATIBLE BUILDING FRAGILITY AND VULNERABILITY MODELS [14WCEE] |
| 10572 | M.S. Gong, L.L. Xie and J.P. Ou | MODAL PARAMETER IDENTIFICATION OF STRUCTURE MODEL USING SHAKING TABLE TEST DATA [14WCEE] |
| 10573 | Sayed Mahmoud | Modified linear viscoelastic model for elimination of the tension force in the linear viscoelastic [14WCEE] |
| 10574 | Kramar, Miha; Isaković, Tatjana; Fischinger, Matej | Seismic Collapse Safety of RC Columns in Precast Industrial Buildings [14WCEE] |
| 10575 | M. Garevski and M. Jovanovic | INFLUENCE OF FRICTION PENDULUM SYSTEM ON THE RESPONSE OF BASE ISOLATED STRUCTURES [14WCEE] |
| 10576 | Xin. FENG , Xiaomeng SUN Tong ZHUand Jin ZHOU | OPTIMAL SENSOR PLACEMENT FOR STRUCTURAL DAMAGE IDENTIFICATION WITH MODAL MEASUREMENTS [14WCEE] |
| 10577 | Mahmood Hosseini and Mohammad Ali Vaseghinia | A NEW INSIGHT TO THE EARTHQUAKE INPUT ENERGY AND ITS VARIATION WITH BUILDING’S DYNAMICAL CHARACTERISTICS [14WCEE] |
| 10578 | Mahmood Hosseini and Ali Salemi | STUDYING THE EFFECT OF EARTHQUAKE EXCITATION ANGLE ON THE INTERNAL FORCES OF STEEL BUILDING’S ELEMENTS BY USING NONLINEAR TIME HISTORY ANALYSES [14WCEE] |
| 10579 | Mahmood Hosseini and Laya Abbasi | PROPOSING INPUT-DEPENDENT MODE CONTRIBUTION FACTORS FOR SIMPLIFIED SEISMIC RESPONSE ANALYSIS OF BUILDING SYSTEMS [14WCEE] |
| 10580 | L. Cano-Saldaña and J. A. Martinez-Cruzado | MULTICRITERIA METHOD FOR AN OBJECTIVE SELECTION OF TIME-FREQUENCY REPRESENTATIONS OF SIGNAL FROM CIVIL ENGINEERING STRUCTURES [14WCEE] |
| 10581 | Bor-Feng Peng, Ben Chang, Bee-Lay Leow and Sam Nandlal | NONLINEAR DYNAMIC SOIL-PILE-STRUCTURE-INTERACTION ANALYSIS OF OFFSHORE PLATFORM FOR DUCTILITY LEVEL EARTHQUAKE UNDER SOIL LIQUEFACTION CONDITIONS [14WCEE] |
| 10582 | Sachi Furukawa, Subhash C. Goel, and Shih-Ho Chao | SEISMIC EVALUATION OF ECCENTRICALLY BRACED STEEL FRAMES DESIGNED BY PERFORMANCE-BASED PLASTIC DESIGN METHOD [14WCEE] |
| 10583 | Mohammad Agha, Houssam; Li, Yingmin; Asal Salih, Oday; Al-Jbori, A'ssim | Nonlinear Performance of a Ten-Story Reinforced Concrete Special Moment Resisting Frame (SMRF) [14WCEE] |
| 10584 | Liu, Jianwei; Li, Yingmin; Han, Jun; Wang, Liping | Nonlinear Torsional Response of Asymmetric Structures [14WCEE] |
| 10585 | Seckin Ozgur CITAK Hiroshi KAWASE and Shinya IKUTAMA | RELATIONSHIP OF SEISMIC RESPONSES AND STRENGTH INDEXES OF GROUND MOTIONS FOR NPP STRUCTURES [14WCEE] |
| 10586 | Xiao-Hui Yu, Da-Gang Lu, Peng-Yan Song, Guang-Yuan Wang | GLOBAL PROBABILISTIC SEISMIC CAPACITY ANALYSIS OF STRUCTURES THROUGH STOCHASTIC PUSHOVER ANALYSIS [14WCEE] |
| 10587 | Da-Gang Lu, Xiao-Hui Yu, Feng Pan and Guang-Yuan Wang | PROBABILISTIC SEISMIC DEMAND ANALYSIS CONSIDERING RANDOM SYSTEM PROPERTIES BY AN IMPROVED CLOUD METHOD [14WCEE] |
| 10588 | Da-Gang Lu, Peng-Yan Song, Xiao-Hui Yu and Guang-Yuan Wang | GLOBAL SEISMIC RELIABILITY ANALYSIS OF BUILDING STRUCTURES BASED ON SYSTEM-LEVEL LIMIT STATES [14WCEE] |
| 10589 | Wang Tao , Sun Jingjiang and Meng Liyan | INELASTIC EARTHQUAKE RESPONSE ANALYSIS OF REINFORCED CONCRETE FRAME-SHEAR WALL STRUCTURES [14WCEE] |
| 10590 | Hugo Bobadilla and Anil K. Chopra | EVALUATION OF THE MPA PROCEDURE FOR ESTIMATING SEISMIC DEMANDS: RC-SMRF BUILDINGS [14WCEE] |
| 10591 | Hugo Bobadilla and Anil K. Chopra | EVALUATION OF THE MPA PROCEDURE FOR ESTIMATING SEISMIC DEMANDS: RC-SMRF BUILDINGS [14WCEE] |
| 10592 | Julio A. García | SOIL STRUCTURE INTERACTION IN THE ANALYSIS AND SEISMIC DESIGN OF REINFORCED CONCRETE FRAME BUILDINGS [14WCEE] |
| 10593 | S. Limkatanyu , K. Kuntiyawichai, E. Spacone, and M. Kwon | RESPONSE OF REINFORCED CONCRETE PILES INCLUDING SOIL-PILE INTERACTION EFFECTS [14WCEE] |
| 10594 | M. Galiote, J.A. Escobar and R. Gómez | IDENTIFICATION OF STIFFNESS LOSS AS A MEASURE OF DAMAGE IN BUILDINGS [14WCEE] |
| 10595 | Y.Y. Lin | KINEMATIC SOIL-STRUCTURE INTERACTION EFFECTS ON MAXIMUM INELASTIC DISPLACEMENT DEMANDS OF SDOF SYSTEMS [14WCEE] |
| 10596 | R. Enache, S. Demetriu and E. Albota | TORSIONAL RESPONSE IN BUILDINGS EXPOSED TO GROUND MOTIONS INDUCED BY VRANCEA EARTHQUAKES [14WCEE] |
| 10597 | Zhang Lingxin Guo Fengyu | NONLINEAR SEISMIC RESPONSE ANALYSIS METHOD OF REINFORCED CONCRETE CORE-TUBE [14WCEE] |
| 10598 | 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] |
| 10599 | Huang, Xiangyun; Zhou, Fulin; Wang, Sheliang; Luo, Xuehai | Theoretical and Experimental inverstigation on Mid-Story Isolated Structures [14WCEE] |
| 10600 | M. Seki, R.Vacareanu and A. B. Chesca | ANALYTICAL STUDY ON THE APPLICATION OF SEISMIC ISOLATION TECHNOLOGY TO THE VULNERABLE BUILDINGS IN ROMANIA [14WCEE] |