HIGH-PRECISION FE-ANALYSIS FOR SEISMIC COLLAPSE SIMULATION OF STEEL BUILDING FRAMES
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Jingyao Zhang | Makoto Ohsaki | Muneo Hori | Hiroshi Akiba | Daigoro Isobe | Koichi Kajiwara | Masayuki Kohiyama | Tomoshi Miyamura | Takuzo Yamashita | Kunizo Onda | Hiroshi Akiba | Jingyao Zhang | M. Ohsaki | M. Kohiyama | M. Hori | H. Akiba | K. Kajiwara | D. Isobe | T. Miyamura | Kunizo Onda | T. Yamashita | K. Onda
[1] Makoto Ohsaki,et al. Simulation of E-Defense full-scale shake-table test results of moment-resisting steel frame , 2009 .
[2] Makoto Ohsaki,et al. High‐precision finite element analysis of elastoplastic dynamic responses of super‐high‐rise steel frames , 2009 .
[3] Jingyao Zhang,et al. Results of Recent E-Defense Tests on Full-Scale Steel Buildings: Part 2 — Collapse Simulation and Blind Analysis Contest , 2008 .
[4] S. Yamada,et al. China COLLAPSE EXPERIME * T O * 4-STORY STEEL MOME * T FRAME : PART 1 OUTLI * E OF TEST RESULTS , 2008 .
[5] Makoto Ohsaki,et al. E-Defense Tests on Full-Scale Steel Buildings: Part 3 - Analytical Simulation of Collapse , 2007 .
[6] John A. Gunnels,et al. Large scale drop impact analysis of mobile phone using ADVC on Blue Gene/L , 2006, SC.
[7] Hiroshi Kawai,et al. Seismic Response Analysis of Nuclear Pressure Vessel Model with ADVENTRUE System on the Earth Simulator , 2005 .
[8] Satoshi Yamada,et al. SIMPLE HYSTERESIS MODEL OF STRUCTURAL STEEL CONSIDERING THE BAUSCHINGER EFFECT , 2002 .
[9] Akira Wada,et al. 2-DIMENSIONAL ELASTO-PLASTIC ANALYSIS OF STEEL FRAMES WITH COMPOSITE BEAMS INCORPORATING STRUCTURAL NON-LINEARITY OF HEADED STUDS , 1997 .