| Sl.No | Title | Author | Conference | Action | ||
| 1 | IMPROVING THE DYNAMIC RESPONSE OF STEEL STRUCTURES WITH PERIMETER MOMENT RESISTING FRAMES BY UTILIZING THE LATERAL RESISTANCE OF INTERIOR FRAMES | Yeliz FIRAT and Judy LIU | 13WCEE | View | ||
| 2 | SEISMIC EVALUATION OF VULNERABLE HIGHWAY BRIDGES WITH WALL PIERS ON EMERGENCY ROUTES IN SOUTHERN ILLINOIS | John L. BIGNELL, James M. LAFAVE, Joseph P. WILKEY, and Neil M. HAWKINS | 13WCEE | View | ||
| 3 | TIME – FREQUENCY CHARACTERISTICS OF THE 2001 SOUTHERN PERU, MW = 8.4 EARTHQUAKE | Rubén L. BOROSCHEK and Diana COMTE | 13WCEE | View | ||
| 4 | EVALUATION OF CYCLIC DEMAND IN DUCTILE RC STRUCTURES | Sashi K. KUNNATH and Qi HU | 13WCEE | View | ||
| 5 | HYBRID FRC-ENCASED STEEL TRUSS BEAMS FOR PRECAST SEISMIC-RESISTANT FRAMED CONSTRUCTION | Prabuddha DASGUPTA, Gustavo PARRA-MONTESINOS, and Subhash C. GOEL | 13WCEE | View | ||
| 6 | Soil-Foundation-Structure Interaction Effects in Seismic Behavior of Bridges | Boris Jeremic, Sashi Kunnath, Leah Larson | 13WCEE | View | ||
| 7 | OVERTURNING CRITERIA FOR NON-ANCHORED NON-SYMMETRIC RIGID BODIES | Rubén L. BOROSCHEK and David ROMO | 13WCEE | View | ||
| 8 | SIMULATION OF NONSTATIONARY GROUND MOTIONS USING WAVELETS | Jeremiah LEGRUE and Charles MENUN | 13WCEE | View | ||
| 9 | PREDICTION OF DUCTILE FRACTURE IN STEEL MOMENT CONNECTIONS DURING EARTHQUAKES USING MICROMECHANICAL FRACTURE MODELS | Amit KANVINDE and Gregory DEIERLEIN | 13WCEE | View | ||
| 10 | SEISMIC BEHAVIOR OF RCS BEAM-COLUMN-SLAB SUBASSEMBLIES DESIGNED FOLLOWING A CONNECTION DEFORMATION-BASED CAPACITY DESIGN APPROACH | Xuemei LIANG, Gustavo J. PARRA-MONTESINOS and James K. WIGHT | 13WCEE | View | ||
| 11 | TESTING AND MODELING FOR CYCLIC JOINT SHEAR DEFORMATIONS IN RC BEAM-COLUMN CONNECTIONS | Myoungsu SHIN and James M. LAFAVE | 13WCEE | View | ||
| 12 | RECENT RESEARCH ON LINK PERFORMANCE IN STEEL ECCENTRICALLY BRACED FRAMES ECCENTRICALLY BRACED FRAMES | Taichiro OKAZAKI, Gabriela ARCE, Han-Choul RYU, and Michael D. ENGELHARDT | 13WCEE | View | ||
| 13 | SEISMIC PERFORMANCE OF BRICK VENEER ON WOOD FRAME CONSTRUCTION | Dziugas RENECKIS, James M. LAFAVE | 13WCEE | View | ||
| 14 | INFLUENCE OF EXPERIMENTAL CONDITION FOR « H/V » ON AMBIENT NOISE VIBRATION METHOD | Anne-Marie Duva, Jean-Luc Chatelain, Bertrand Guillier and the SESAME WP0 team | 13WCEE | View | ||
| 15 | RESEARCH OPPORTUNITIES AT THE NEES PERMANENTLY INSTRUMENTED FIELD SITES | Jamison H. STEIDL, T. Leslie YOUD, and Robert L. NIGBOR | 13WCEE | View | ||
| 16 | EXPERIMENTAL DETERMINATION OF MODAL DAMPING FROM FULL SCALE TESTING | John BUTTERWORTH, Jin Hee LEE, Barry DAVIDSON | 13WCEE | View | ||
| 17 | THE TENSILE TESTS OF NATURAL RUBBER BEARINGS FOCUSED ON THE EFFECT OF THE STEEL FLANGE PLATES | Mineo TAKAYAMA, Kenjiro OKA and Ryuichi KATO | 13WCEE | View | ||
| 18 | SHEAR STRENGTH CAPACITY OF PRESTRESSED CONCRETE BEAMCOLUMN JOINT FOCUSING ON TENDON ANCHORAGE LOCATION | Wei YUE, Minehiro NISHIYAMA and Fumio WATANABE | 13WCEE | View | ||
| 19 | SEVENTY YEARS OF THE RILEY ACT AND ITS EFFECT ON CALIFORNIA’S BUILDING STOCK | Fred TURNER | 13WCEE | View | ||
| 20 | EXPERIMENTAL AND ANALYTICAL STUDY OF LEAD ALLOY ABSORBER FOR ELECTRICAL EQUIPMENTS WITH PORCELAIN BUSHINGS | Yaqi LI, Xiaojun LI | 13WCEE | View | ||
| 21 | SEISMIC PERFORMANCE OF PLATE REINFORCED COMPOSITE COUPLING BEAMS | Wai Yin LAM, Ray Kai Leung SU, Hoat Joen PAM | 13WCEE | View | ||
| 22 | MITIGATION OF INELASTIC BRIDGE RESPONSE BY VARIABLE DAMPERS WITH VISCOUS-PLUS-VARIABLE-FRICTION DAMPING FORCE ALGORITHM | Anat RUANGRASSAMEE, Weerasit SRISAMAI, and Panitan LUKKUNAPRASIT | 13WCEE | View | ||
| 23 | ENERGY BALANCE BASED SEISMIC DESIGN METHOD OF RC STRUCTURES CONSIDERING CYCLIC BEHAVIOR UNDER EARTHQUAKE | Tomohisa MUKAI, Hideyuki KINUGASA, Setsurou NOMURA | 13WCEE | View | ||
| 24 | SEISMIC-ENVIRONMENT-BASED SIMULATION OF NEAR-FAULT GROUND MOTIONS | Qiang FU and Charles MENUN | 13WCEE | View | ||
| 25 | STUDY ON A ESTIMATION METHOD FOR BUCKLING CAPACITIES OF BRIDGES DURING EARTHQUAKES | Naoyuki TAMEHIRO and Hisanori OTSUKA | 13WCEE | View | ||
| 26 | RAILROAD LIFELINE DAMAGE IN EARTHQUAKES | William G. Byers, P.E. | 13WCEE | View | ||
| 27 | VARIANCE OF PEAK GROUND ACCELERATION AND VELOCITY IN ATTENUATION RELATIONSHIPS | Saburoh MIDORIKAWA and Yu OHTAKE | 13WCEE | View | ||
| 28 | EVALUATION OF MECHANICAL ANCHORAGE OF REINFORCEMENT BY EXTERIOR BEAM-COLUMN JOINT EXPERIMENTS | Sung-Chul CHUN, Dae-Young KIM | 13WCEE | View | ||
| 29 | THE EFFECT OF VARIATIONS IN SOURCE CHARACTERIZATION OF THE PUENTE HILLS THRUST ON PORTFOLIO LOSS ESTIMATIONS | Chesley R. WILLIAMS, Don WINDELER, Gilbert MOLAS, Mohsen RAHNAMA, Adolfo PEŃA, and Guy MORROW | 13WCEE | View | ||
| 30 | ADAPTIVE LMS METHODS FOR REAL-TIME STRUCTURAL HEALTH MONITORING OF STEEL FRAMED STRUCTURES | J. Geoffrey CHASE and K. Leo HWANG | 13WCEE | View | ||
| 31 | INDUSTRIAL FACILITIES AND EARTHQUAKE ENGINEERING | Mohamed Daali | 13WCEE | View | ||
| 32 | CORRELATION BETWEEN INERTIAL FORCE AND SUBGRADE REACTION OF PILE IN LIQUEFIED SOIL | Naohito ADACHI, Yasutsugu SUZUKI and Kenji MIURA | 13WCEE | View | ||
| 33 | STUDY ON APPLICABILITY OF SEMI-ACTIVE VARIABLE DAMPING CONTROL ON BRIDGE STRUCTURES UNDER THE LARGE EARTHQUAKE MOTION | Yasunori MIYAMORI and Takashi OBATA | 13WCEE | View | ||
| 34 | SEISMIC PROPERTIES OF RC FRAME SANDWICH TYPE JOINT | ZHAO Ming SU Xiaozu LU Daoyuan WANG Dasui | 13WCEE | View | ||
| 35 | EFFECTS OF REINFORCING DETAILS ON AXIAL LOAD CAPACITY OF R/C COLUMNS | Daisuke KATO , LI Zhuzhen , Katsuhiro SUGA and Yukiko NAKAMURA | 13WCEE | View | ||
| 36 | DETERMINATION OF PARTIAL FACTORS FOR MODEL UNCERTAINTIES ADOPTED IN EARTHQUAKE PROOF DESIGN CODE FOR HIGHWAY ARCH BRIDGES | Toshiyuki SUGIYAMA | 13WCEE | View | ||
| 37 | APPLICATION OF LOW-YIELD STRENGTH STEEL IN STEEL BRIDGE PIERS | K. A. S. SUSANTHA, Tetsuhiko AOKI, Takushi KUMANO and Katsuhiro YAMAMOTO | 13WCEE | View | ||
| 38 | MODEL TEST AND ENERGY ANALYSIS ON LATERAL FLOW BY WATER FILMEFFECT IN LIQUEFIED SAND SLOPE INCLUDING SILT SEAM | Kazuhiro KABASAWA, Takaji KOKUSHO and Aiko SHIMIZU | 13WCEE | View | ||
| 39 | INFLUENCE OF DESIGN SPECTRUM ON COLLAPSE PERFORMANCE OF ASEISMIC STRUCTURE | Jian WU, Mengtan GAO ，Hui JIANG | 13WCEE | View | ||
| 40 | EMPIRICAL LONG-PERIOD RESPONSE SPECTRAL ATTENUATION RELATIONS BASED ON SOUTHERN CALIFORNIA DIGITAL BROAD-BAND RECORDINGS | DIGITAL BROAD-BAND RECORDINGS Yanxiang YU and Yuxian HU | 13WCEE | View | ||
| 41 | ON THE EFFICIENCY AND PRECISION OF ARRAY ANALYSIS OF MICROTREMORS BY THE SPAC METHOD IN PRACTICAL ENGINEERING USE | Seiji TSUNO and Kazuyoshi KUDO | 13WCEE | View | ||
| 42 | A SIMPLE PROPOSAL FOR SEISMIC DEMAND EVALUATION OF STEEL FRAMED STRUCTURES BASED ON SIMPLIFIED SAFETY DOMAIN | Takumi ITO and Kenichi OHI | 13WCEE | View | ||
| 43 | SEISMIC RESPONSE MITIGATION OF TOWER-PODIUM STRUCTURE USING PASSIVE FRICTION DAMPER: EXPERIMENTAL INVESTIATION | C.L. NG and Y.L. XU | 13WCEE | View | ||
| 44 | STABILITY ANALYSIS OF THE PERMANENT SHIPLOCK SLOPES OF THE TGP UNDER SEISMIC ACTION | Jian CHEN, Jian-Hua YIN1, and and C. F. LEE | 13WCEE | View | ||
| 45 | BIOT DYNAMIC CONSOLIDATION FINITE ELEMENT ANALYSIS USING A HYPO-PLASTICITY MODEL | Cheng ZHOU, Zhu-Jiang SHEN and Jian-Hua YIN | 13WCEE | View | ||
| 46 | NON-LINEAR BENDING CHARACTERISTICS OF PHC PILES UNDER VARYING AXIAL LOAD | Toshihiko ASO Fusanori MIURA Takehiro INOUE Masashi YAMAMOTO | 13WCEE | View | ||
| 47 | SEISMIC BEHAVIOR OF SQUARE CONCRETE-FILLED STEEL TUBULAR BEAM-COLUMNS STIFFENED BY INTERIOR TIE BARS | Y.-K. YEH, G.-Y. LIU, M.-S. HAN and C.-M. CHEN | 13WCEE | View | ||
| 48 | Continuous Wall Pile Supporting Base-Isolated Building on the Reclaimed Ground | Masateru HAYASHI, Hiroaki TADOKORO,Takeshi TSUCHIYA, Kohei SUMIMURA, Kenji SAITO, Tokie NAKANO | 13WCEE | View | ||
| 49 | PARCYCLIC: FINITE ELEMENT MODELING OF EARTHQUAKE LIQUEFACTION RESPONSE ON PARALLEL COMPUTERS | Jun PENG, Jinchi LU, Kincho H. LAW, and Ahmed ELGAMAL | 13WCEE | View | ||
| 50 | PROPOSAL FOR THE NEW SHEAR RESISTANT MECHANISM AND ITS ULTIMATE SHEAR STRENGTH OF RC BEAM | Setsurou NOMURA, Tomohisa MUKAI, Tadashi KAJIWARA, Takahiro WATANABE | 13WCEE | View | ||
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