High-precision finite element analysis of elastoplastic dynamic responses of super-high-rise steel frames

被引：24

作者：

Ohsaki, Makoto ^{[1
]}

Miyamura, Tomoshi ^{[2
]}

Kohiyama, Masayuki ^{[3
]}

Hori, Muneo ^{[4
]}

Noguchi, Hirohisa ^{[3
]}

Akiba, Hiroshi ^{[5
]}

Kajiwara, Koichi ^{[6
]}

Ine, Tatsuhiko ^{[6
]}

机构：

[1] Kyoto Univ, Dept Architecture & Architectural Engn, Nishikyo Ku, Kyoto 6158540, Japan

[2] Nihon Univ, Coll Engn, Dept Comp Sci, Tamura, Koriyama 9638642, Japan

[3] Keio Univ, Dept Syst Design Engn, Kohoku Ku, Yokohama, Kanagawa 2238522, Japan

[4] Univ Tokyo, Earthquake Res Inst, Bunkyou Ku, Tokyo 1130032, Japan

[5] Allied Engn, Minato Ku, Tokyo 1050014, Japan

[6] Natl Res Inst Earth Sci & Disaster Prevent, Hyogo Earthquake Engn Res Ctr, Shijimi, Miki, Japan

来源：

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS | 2009年 / 38卷 / 05期

关键词：

large-scale structure; dynamic collapse analysis; finite element analysis; E-simulator; steel frame;

D O I：

10.1002/eqe.900

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A new framework is presented for analysis of dynamic collapse behavior of steel frames using large-scale parallel finite element method based on the domain decomposition method. The analysis software is based on ADVC as a part of the E-Simulator that takes advantage of recent development of computer science and high-performance parallel computing in computational mechanics. By making an analysis model with fine meshing, a complicated sequence of local buckling of columns and beams can be simulated. Numerical results are shown for dynamic collapse analysis of single-story and 5-story frame models to show that the global and local behaviors are simultaneously simulated by a high-precision finite element analysis. Eigenvalue analysis is also carried out for a 31-story frame to demonstrate that dynamic analysis can be carried out for a structure discretized to solid elements with more than 70 million DOFs. Copyright (C) 2009 John Wiley & Sons, Ltd.

引用

页码：635 / 654

页数：20

共 37 条

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