| 1801 | Y. Ribakov and G. Agranovich | DESIGN OF ROOF ISOLATION SYSTEMS WITH VARIABLE FRICTION DAMPERS [14WCEE] |
| 1802 | Lv Fengwei, Cao Shuangyin, Zong Zhongling, Zhang Hao | Forcing Mode Superposition Method for Analysis of Seismic Response of Lighting Steel Adding Storey Frame [14WCEE] |
| 1803 | Jiwook Shin and Kihak Lee | Seismic Evaluation of Steel Moment Resisting Frame Buildings with Different Hysteresis and Stiffness Models [14WCEE] |
| 1804 | Kien Le-Trung, Kihak Lee and Do-Hyung Lee | SEISMIC BEHAVIOR AND EVALUATION OF STEEL SMF BUILDINGS WITH VERTICAL IRREGULARITIES [14WCEE] |
| 1805 | S.Aleksić and S.R. Živaljević | SEISMIC RESPONSE OF STEEL FRAME STRUCTURES [14WCEE] |
| 1806 | A. Elenas and D. Tzourmakliotou | INFLUENCE OF FRICTION DEVICES ON THE NONLINEAR SEISMIC RESPONSE OF STEEL STRUCTURES [14WCEE] |
| 1807 | Chui-Hsin Chen, Jiun-Wei Lai and Stephen Mahin | Seismic Performance Assessment of Concentrically Braced Steel Frame Buildings [14WCEE] |
| 1808 | K.M. Bajoria and K.K. Sangle | CAPACITY BASED DESIGN OF COLD FORMED STORAGE RACK STRUCTURES UNDER SEISMIC LOAD FOR RIGID AND SEMI RIGID CONNECTIONS [14WCEE] |
| 1809 | K.M. Bajoria and K.K. Sangle | DYNAMIC ANALYSIS OF 2-D AND 3-D COLD FORMED STORAGE RACK STRUCTURES WITH RIGID AND SEMI RIGID CONNECTIONS [14WCEE] |
| 1810 | Y. Sameshima, M. Kido and K. Tsuda | PLASTIC DEFORMATION CAPACITY OF H-SHAPED STEEL BEAM CONNECTED TO CONCRETE FILLED STEEL TUBULAR COLUMN [14WCEE] |
| 1811 | K. C. Lin, K. C. Tsai and H. Y. Chang | Failure Modes and Flexural Ductility of Steel Moment Connections [14WCEE] |
| 1812 | S. Personeni, M. Di Pilato, A. Palermo and S. Pampanin | NUMERICAL INVESTIGATIONS ON THE SEISMIC RESPONSE OF MASONRY INFILLED STEEL FRAMES [14WCEE] |
| 1813 | PEI Qiang and GUO Xun | DAMAGE IDENTIFICATION OF FATIGUE CRACK IN STEEL TRUSS STRUCTURE [14WCEE] |
| 1814 | Wei, Chih-Yu; Tsai, Keh-Chyuan | Local Buckling of Buckling Restrained Braces [14WCEE] |
| 1815 | B. Shafei, S.R. Mirghaderi, M. Motavalliand P. Lestuzzi | SEISMIC EVALUATION AND UPGRADING OF TYPICAL IRANIAN STEEL BUILDINGS [14WCEE] |
| 1816 | M. Ferraioli, A. Lavino, A.M. Avossa and A. Mandara | DISPLACEMENT-BASED SEISMIC ASSESSMENT OF STEEL MOMENT RESISTING FRAME STRUCTURES [14WCEE] |
| 1817 | Xue Ming Han, P.Eng., P.E. | ECCENTRICALLY BRACED FRAME DESIGN FOR MODERATE SEISMIC REGIONS [14WCEE] |
| 1818 | Y. Jiao, M. Mori, S. Kishiki, Y. Matsumoto and S. Yamada | FUNDAMENTAL EXAMINATIONS ON HYSTERESIS MODELS OF STEEL MEMBERS USED IN RESPONSE ANALYSIS [14WCEE] |
| 1819 | Jeongjae Kim, Chunhee Cho, Kyungkoo Lee, and Cheolho Lee | Design of Zipper Column in Inverted V Braced Steel Frames [14WCEE] |
| 1820 | H.B. Ge, K. Kaneko and T. Usami | CAPACITY OF STIFFENED STEEL SHEAR PANELS AS A STRUCTURAL CONTROL DAMPER [14WCEE] |
| 1821 | T. Usami, H.B. Ge and A. Kasai | OVERALL BUCKLING PREVENTION CONDITION OF BUCKLING RESTRAINED BRACES AS A STRUCTURAL CONTROL DAMPER [14WCEE] |
| 1822 | Enhe BAO and Tadaharu NAGAO | A STUDY ON DAMAGE CONCENTRATION IN LOW-RISE STEEL MOMENT FRAMES UNDER SEVERE SEISMIC MOTIONS [14WCEE] |
| 1823 | F.NATEGHI.A and Z.S.TABATABAEI | SEISMIC BEHAVIOUR OF MOMENT CONNECTIONS OF BOXED-COLUMN WITH SIDE PLATES [14WCEE] |
| 1824 | Abir Jendoubi, Frédéric Legeron and Mourad Karray | NUMERICAL SIMULATION OF IMPEDANCE FUNCTIONS AND THEIR EFFECT ON THE DYNAMIC BEHAVIOUR OF TOWERS [14WCEE] |
| 1825 | Yuji KOETAKA, Tomohiro KINOSHITA, Kazuo INOUE and Kunihiro IITANI | CRITERIA OF BUCKLING-RESTRAINED BRACES TO PREVENT OUT-OF-PLANE BUCKLING [14WCEE] |
| 1826 | Fariborz Nateghi and Erfan Alavi | Theoretical Seismic Behaviour of Steel Plate Shear Walls [14WCEE] |
| 1827 | R.Esfandiar and M.A.Barkhordari | Investigation behaviour thin steel plate shear walls [14WCEE] |
| 1828 | NDIHOKUBWAYO Athanase, JIANG Cangru and CHEN Zhihua | COMPARATIVE ANALYSIS OF SEISMIC LOADING ON HIGH-RISE STEEL BUILDING STRUCTURES IN BUJUMBURA AND KIGALI CITIES [14WCEE] |
| 1829 | M. Fragiadakis and D. Vamvatsikos | APPROXIMATE SEISMIC PERFORMANCE UNCERTAINTY ESTIMATION USING STATIC PUSHOVER METHODS [14WCEE] |
| 1830 | Brandon K. Thompson and Paul W. Richards | DEFLECTION AMPLIFICATION FACTORS FOR DUCTILE BRACED FRAMES [14WCEE] |
| 1831 | Dane E. Huggard and Paul W. Richards | EFFECT OF MOMENTS DUE TO LATERAL DEFORMATION IN GRAVITY COLUMNS [14WCEE] |
| 1832 | A. Aviram, B. Stojadinovic, and A. Der Kiureghian | RELIABILITY OF EXPOSED COLUMN-BASE PLATE CONNECTION IN SPECIAL MOMENT-RESISTING FRAMES [14WCEE] |
| 1833 | J.M. Castro, A.Y. Elghazouli and B.A. Izzuddin | PERFORMANCE ASSESSMENT OF COMPOSITE MOMENT-RESISTING FRAMES [14WCEE] |
| 1834 | S.O. David and S. Koboevic | SEISMIC PERFORMANCE OF ECCENTRICALLY BRACED FRAMES DESIGNED FOR CANADIAN CONDITIONS [14WCEE] |
| 1835 | A. Badpay and F. Arbabi | A Comparison of Seismic Performance and Vulnerability of Buckling Restrained and Conventional Steel Braced Frames [14WCEE] |
| 1836 | S. Minami and S. Yamazaki | STUDY ON CONDITIONS FOR PREVENTING PROGRESSIVE COLLAPSE IN MULTISTORY STEEL FRAMES [14WCEE] |
| 1837 | Haneda, K.; Yamazaki, S.; Minami, S. | Energy Absorption Capacity of Steel Beams Subjected to Cyclic Bending Moment [14WCEE] |
| 1838 | Z.H. Lu and Y.G. Zhao | MECHANICAL BEHAVIOR AND ULTIMATE STRENGTH OF CIRCULAR CFT COLUMNS SUBJECTED TO AXIAL COMPRESSION LOADS [14WCEE] |
| 1839 | Hamed Ebrahimian, Mohammad-Reza Banan, Mahmoud-Reza Banan | A Probabilistic Performance-Based Approach for Seismic Design of Buckling-Restrained-Braced Frames (BRBF) [14WCEE] |
| 1840 | F.F. Sun, G.R. Liu and G.Q. Li | AN ANALYTICAL MODEL FOR COMPOSITE STEEL PLATE WALL [14WCEE] |
| 1841 | A. Pirmoz and E. Mohammadrezapour | BEHAVIOR OF BOLTED TOP-SEAT ANGLE CONNECTIONS UNDER COMBINED AXIAL TENSION AND MOMENT LOADING [14WCEE] |
| 1842 | Ardeshir Deylami and Mansoor Yakhchalian | Comparison between [14WCEE] |
| 1843 | X.G. Lin and N. Hamamoto | PREDICTION OF INITIAL STIFFNESS OF SEMI RIGID STEEL BEAM-TO-COLUMN CONNECTIONS WITH BOLTS AND ANGLES [14WCEE] |
| 1844 | H. TAGAWA, T. SHIBASAKI, S. KISHIKI, S. YAMADA, A. WADA | EXPERIMENTAL SIMULATION OF PROGRESSIVE COLLAPSE OF PERIMETER FRAMES DUE TO OUT-OF-PLANE BEHAVIOR [14WCEE] |
| 1845 | H. TAGAWA, G. MACRAE, L. LOWES, A. WADA | ANALYTICAL SIMULATION OF PROGRESSIVE COLLAPSE OF PERIMETER FRAMES DUE TO OUT-OF-PLANE BEHAVIOR [14WCEE] |
| 1846 | Farrokhi, Hooman; Ahmadi Danesh, F.; Eshghi, Sassan | Influence of Structural Detailing on the Seismic Performance of Steel Moment Resisting Connections Via an Experimental Terminology [14WCEE] |
| 1847 | K.Sawada, H.Shimizu, A.Matsuo,T.Sasaki, T.Yasui, A.Namba, T.Takamatsu, H.Tamai | SEISMIC DESIGN OF STEEL FRAMES CONSIDERING STRUCTURAL WEIGHT AND FABRICATION COST [14WCEE] |
| 1848 | J. Rozon, S. Koboevic and R. Tremblay | STUDY OF GLOBAL BEHAVIOUR OF ECCENTRICALLY BRACED FRAMES IN RESPONSE TO SEISMIC LOADS [14WCEE] |
| 1849 | Tadaharu NAGAO, Akito TAKAHATA, and Enhe BAO | Damage Concentration in Multi-Story Buckling Restrained Braced Frame (BRBF) –Relations with participant ratio β of BRB [14WCEE] |
| 1850 | A. Deylami and M. Nazokkarmaher | EFFECT OF UPGRADING WFP CONNECTION WITH DOUBLE-I-SECTION COLUMN USING SIDE PLATE-WITH-OPENING ON FRAME PERFORMANCE [14WCEE] |
| 1851 | Victoria R. Wigle and Larry A. Fahnestock | FINITE ELEMENT PARAMETRIC STUDIES OF BUCKLING-RESTRAINED BRACED FRAME CONNECTIONS [14WCEE] |
| 1852 | F. Danesh, E. Mohammadrezapour | STUDY THE INFLUENCE of NEAR-FAULT EARTHQUAKE on MOMENT-RESISTANT FRAMES with SEMI-RIGID CONNECTIONS [14WCEE] |
| 1853 | K. Ozakgul | DETERMINATION OF FAILURE MECHANISMS AND DUCTILITY OF 3D STEEL FRAMES UNDER EARTHQUAKE LOADS WITH THREE COMPONENTS [14WCEE] |
| 1854 | Saeid Sabouri-Ghomi and Masoud Ziaei | A Study on the Behavior of shear Link Beam made of Easy-Going steel in Eccentrically Braced Frames [14WCEE] |
| 1855 | R. Tremblay M. Haddad, G. Martinez, J. Richard and K. Moffatt | INELASTIC CYCLIC TESTING OF LARGE SIZE STEEL BRACING MEMBERS [14WCEE] |
| 1856 | I. Choi and H. Park | CYCLIC TEST FOR FRAMED STEEL PLATE WALLS WITH VARIOUS INFILL PLATE DETAILS [14WCEE] |
| 1857 | C. C. Chou, K. C. Tsai, Y. Y. Wang, C. K. Jao | SEISMIC PERFORMANCE OF STEEL SIDE PLATE MOMENT CONNECTIONS [14WCEE] |
| 1858 | Chen Yiyi, Jia Liangjiu, Meng Xiande | Experimental Study and Finite Element Analysis on the Seismic Properties of Stiffened CHS Bracket to CHS Beam Connections under Cyclic Torque [14WCEE] |
| 1859 | R. Tremblay, C. Rogers, C.-P. Lamarche, C. Nedisan, J. Franquet, R. Massarelli, and K. Shrestha | DYNAMIC SEISMIC TESTING OF LARGE SIZE STEEL DECK DIAPHRAGM FOR LOW-RISE BUILDING APPLICATIONS [14WCEE] |
| 1860 | M. Kurata, R. DesRoches and R.T. Leon | CABLE DAMPER BRACING FOR PARTIAL SEISMIC REHABILITATION [14WCEE] |
| 1861 | Salmanpour, A.H.; Arbabi, F. | Seismic Reliability of Concentrically Braced Steel Frames [14WCEE] |
| 1862 | A. Deylami and A. Moslehi Tabar | EXPERIMENTAL STUDY ON THE KEY ISSUES AFFECTING CYCLIC BEHAVIOUR OF REDUCED BEAM SECTION MOMENT CONNECTIONS [14WCEE] |
| 1863 | Deylami and M.R. Shiravand | THE EXPERIMENTAL STUDY ON BUILT-UP COLUMN SEISMIC RESISTANT MOMENT CONNECTIONS USING SIDE PLATES [14WCEE] |
| 1864 | Ardeshir Deylami and Mansoor Yakhchalian | Behavior of Two-way Steel Moment Connections with Side Plates and Double-I Built-up Columns under Cyclic Loading [14WCEE] |
| 1865 | Ryota Matsui, Toru Takeuchi, Jerome F. Hajjar, Kohji Nishimoto, and Ian Aiken | LOCAL BUCKLING RESTRAINT CONDITION FOR CORE PLATES IN BUCKLING RESTRAINED BRACES [14WCEE] |
| 1866 | KANEDA. Katsunori | Seismic Isolation of the Roof over a Large Space Design of the Roof for Kyoto Aquarena [14WCEE] |
| 1867 | A. Matsuo, K. Sawada, K. Yamamoto, T. Takamatsu and H. Tamai | UPGRADING THE DEFORMATION CAPACITY OF ANCHOR-BOLTS IN THE EXPOSED-TYPE COLUMN BASES OF EXISTING OLD STEEL STRUCTURES [14WCEE] |
| 1868 | R. Mirghaderi and S. Ahlehagh | STUDY OF SEISMIC BEHAVIOR OF SCBF WITH “BALANCED BRACING” [14WCEE] |
| 1869 | G. Della Corte, F.M. Mazzolani | THEORETICAL DEVELOPMENTS AND NUMERICAL VERIFICATION OF A DISPLACEMENT-BASED DESIGN PROCEDURE FOR STEEL BRACED STRUCTURES [14WCEE] |
| 1870 | X. Hou and H. Tagawa | WIRE-ROPE BRACING SYSTEM WITH ELASTO-PLASTIC DAMPERS FOR SEISMIC RESPONSE REDUCTION OF STEEL FRAMES [14WCEE] |
| 1871 | Yulin Chung, Takuya Nagae, Kunio Fukuyama, Kouich Kajiwara, Takahito Inoue, Toko Hitaka, and Masayoshi Nakashima | Seismic Resistance Capacity of High-Rise Buildings subjected to Long-Period Ground Motions - E-Defense Shaking Table Test [14WCEE] |
| 1872 | Qiang Xie | DUAL SYSTEM DESIGN OF STEEL FRAMES INCORPORATING BUCKLING-RESTRAINED BRACES [14WCEE] |
| 1873 | Jonathan Z. Liang and Hong Hao | Performance of Power Transmission Tower in PMA under Simulated Earthquake Ground Motion [14WCEE] |
| 1874 | R.A. Herrera, G. Desjouis, G. Gomez, M. Sarrazin | BEHAVIOR OF WELDED T-STUBS SUBJECTED TO TENSILE LOADS [14WCEE] |
| 1875 | Y.Y. Wang, W. Xu, Y.T. Cheng, and W.S. Pong | AN INNOVATIVE DESIGN STRATEGY FOR SEISMIC RETROFITTING OF A HIGH-RISE STEEL BUILDING IN KAOSHIUNG [14WCEE] |
| 1876 | F. De Cicco, A. Prota and E. Cosenza | EXPERIMENTAL INVESTIGATION and ANALYTICAL MODELING of the CYCLIC BEHAVIOR of SMOOTH STEEL BARS [14WCEE] |
| 1877 | G.A. Papagiannopoulos and D.E. Beskos | SEISMIC INELASTIC DESIGN OF STEEL STRUCTURES BY SPECTRUM ANALYSIS AND EQUIVALENT DAMPING [14WCEE] |
| 1878 | M. Mofid and H.Tajammolian | A Parametric Study on Seismic Behavior of One-Story Steel Frames Using Yielding Elements [14WCEE] |
| 1879 | B. Qu and M. Bruneau | DUCTILE DESIGN OF INTERMEDIATE HORIZONTAL BOUNDARY LEMENTS IN STEEL PLATE SHEAR WALLS [14WCEE] |
| 1880 | Yuko Shimada, Yuichi Matsuoka, Satoshi Yamada, and Keiichiro Suita | DYNAMIC COLLAPSE TEST ON 3-D STEEL FRAME MODEL [14WCEE] |
| 1881 | W.N. Sui, T. Otsuka and M. Yamanari | SEISMIC DESIGN REQUIREMENTS OF STEEL FRAMES WITH EXTERNAL DIAPHRAGM CONNECTIONS [14WCEE] |
| 1882 | J. Shen, T. Sabol, B. Akbas, N. Sutchiewcharn, W. Cai | SEISMIC DEMAND ON COLUMN SPLICES IN STEEL MOMENT FRAMES [14WCEE] |
| 1883 | Li, Yurong; Wang, Tao; Kato, Mikiko; Hitaka, Toko; Nakashima, Masayoshi | Seismic Force Reduction Factor for Equivalent Static Design of Chevron-Braced Steel Frames [14WCEE] |
| 1884 | M. Čaušević, M. Bulić, B. Androić | RELIABILITY OF SEISMIC LINKS IN ECCENTRICALLY BRACED STEEL FRAMES [14WCEE] |
| 1885 | Yao Cui, Ryota Yamamoto, Tomomi Uemura, Takuya Nagae, Toko Hitaka, Masayoshi Nakashima | Hysteretic Behavior and Strength Capacity of Shallow Embedded Steel Column Bases [14WCEE] |
| 1886 | Y. Deguchi, T. Kawashima, M. Yamanari and K. Ogawa | SEISMIC DESIGN LOAD DISTRIBUTION IN STEEL FRAME [14WCEE] |
| 1887 | M. Yokoo, H. Nakahara, M. Yamanari and K. Ogawa | PLASTIC DEFORMATION IN STEEL FRAMES WITH COLUMN BASES HAVING RELATIVELY WEAK STRENGTH [14WCEE] |
| 1888 | T. Kihara, M. Yamanari and K. Ogawa | EFFECT OF COLUMN-TO-BEAM STRENGTH RATIO ON MAXIMUM STORY DRIFT ANGLE RESPONSE OF STEEL FRAMES SUBJECTED TO HORIZONTAL BIDIRECTIONAL GROUND MOTION [14WCEE] |
| 1889 | T. Otsuka, W.N. Sui and M. Yamanari | DESIGN PARAMETER OF SEMI-RIGID CONNECTIONS THROUGH STATIC STEEL FRAME ANALYSIS [14WCEE] |
| 1890 | J.W. Berman and M. Bruneau | AN IMPROVED PROCEDURE FOR CAPACITY DESIGN OF VERTICAL BOUNDARY ELEMENTS IN STEEL PLATE SHEAR WALLS [14WCEE] |
| 1891 | J.W. Berman and M. Bruneau | DEVELOPMENT OF SELF-STABILIZING LINKS FOR ECCENTRICALLY BRACED FRAMES [14WCEE] |
| 1892 | Saraswati Setia, C.V.R. Murty and V.K Sehgal | Improved Configuration of Weak-Axis Connections in Seismic Steel Moment Frames [14WCEE] |
| 1893 | R. Goswami and C.V.R. Murty | IMPROVED CONFIGURATION OF I-BEAM TO BOX COLUMN CONNECTIONS IN SEISMIC STEEL MOMENT FRAMES [14WCEE] |
| 1894 | Zaregarizi, Shahabodin | Investigation of Floor Rigidity Effect on Behavior of Steel Braced Frames [14WCEE] |
| 1895 | Fan Hong and Lihua Xu | Experimental Studies on Monotonic Behavior of Concrete-Filled Steel Square Tubular Column-Steel Beam Connection [14WCEE] |
| 1896 | E. Tapia-Hernández and A. Tena-Colunga | BEHAVIOR OF REGULAR STEEL MOMENT RESISTING CONCENTRICALLY BRACED FRAMES (MRCBFs) IN SEISMIC ZONES [14WCEE] |
| 1897 | Shoichi Kishiki, Satoshi Yamada, and Akira Wada | EXPERIMENTAL EVALUATION OF STRUCTURAL BEHAVIOR OF GUSSET PLATE CONNECTION IN BRB FRAME SYSTEM [14WCEE] |
| 1898 | M. Ghalehnovi, M. Miri and H.Hemati | COMPARISON OF PERFORMANCE OF THIN STEEL SHEAR WALLS AND CONCENTRIC BRACES BY CAPACITY SPECTRUM METHOD [14WCEE] |
| 1899 | Javad Vaseghi Amiri, M.R. Davoodi and Aliasghar Sahafi | Behaviour of MRF Structures Designed According to IRAN Seismic Code (2800) Subjected to Near-Fault Ground Motions [14WCEE] |
| 1900 | A.Sazgari and H.Veladi | Theoretical and Experimental studying on simply supported Steel shear wall [14WCEE] |