MISC

2013年1月1日

High-precision finite-element analysis of rubber bearing for base-isolation of building structures

ECCOMAS Thematic Conference - COMPDYN 2013: 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Proceedings - An IACM Special Interest Conference
  • Makoto Ohsaki
  • ,
  • Tomoshi Miyamura
  • ,
  • Masayuki Kohiyama
  • ,
  • Takuzo Yamashita
  • ,
  • Masashi Yamamoto
  • ,
  • Naohiro Nakamura

開始ページ
2422
終了ページ
2430

Seismic response analysis is carried out for a base-isolated frame. The RC-frame members as well as the rubber bearings are discretized into hexahedral finite elements. The material properties of rubber are represented by the Ogden model, and the frame is assumed to remain in elastic range. The seismic response analysis of the frame, which has more than 3 million degrees of freedom is carried out using the E-Simulator, which is under development at E-Defense, Japan, based on a software package called ADVENTURECluster. It is shown that the global and local responses can be simultaneously evaluated through a high-precision finite element analysis.

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http://www.scopus.com/inward/record.url?partnerID=HzOxMe3b&scp=84899012362&origin=inward
ID情報
  • SCOPUS ID : 84899012362

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