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

Makoto Ohsaki, Tomoshi Miyamura, Masayuki Kohiyama, Muneo Hori, Hirohisa Noguchi, Hiroshi Akiba, Koichi Kajiwara, Tatsuhiko Ine

研究成果: Article

29 引用 (Scopus)

抄録

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.

元の言語English
ページ(範囲)635-654
ページ数20
ジャーナルEarthquake Engineering and Structural Dynamics
38
発行部数5
DOI
出版物ステータスPublished - 2009 4 25

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dynamic response
Dynamic analysis
Dynamic response
steel
Computational mechanics
Finite element method
Domain decomposition methods
Steel
Parallel processing systems
Computer science
Buckling
Simulators
parallel computing
buckling
dynamic analysis
eigenvalue
finite element method
mechanics
simulator
analysis

ASJC Scopus subject areas

  • Earth and Planetary Sciences (miscellaneous)
  • Geotechnical Engineering and Engineering Geology

これを引用

High-precision finite element analysis of elastoplastic dynamic responses of super-high-rise steel frames. / Ohsaki, Makoto; Miyamura, Tomoshi; Kohiyama, Masayuki; Hori, Muneo; Noguchi, Hirohisa; Akiba, Hiroshi; Kajiwara, Koichi; Ine, Tatsuhiko.

:: Earthquake Engineering and Structural Dynamics, 巻 38, 番号 5, 25.04.2009, p. 635-654.

研究成果: Article

Ohsaki, Makoto ; Miyamura, Tomoshi ; Kohiyama, Masayuki ; Hori, Muneo ; Noguchi, Hirohisa ; Akiba, Hiroshi ; Kajiwara, Koichi ; Ine, Tatsuhiko. / High-precision finite element analysis of elastoplastic dynamic responses of super-high-rise steel frames. :: Earthquake Engineering and Structural Dynamics. 2009 ; 巻 38, 番号 5. pp. 635-654.
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AU - Noguchi, Hirohisa

AU - Akiba, Hiroshi

AU - Kajiwara, Koichi

AU - Ine, Tatsuhiko

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