抄録
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.
本文言語 | English |
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ページ | 2422-2430 |
ページ数 | 9 |
出版ステータス | Published - 2013 1月 1 |
イベント | 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2013 - Kos Island, Greece 継続期間: 2013 6月 12 → 2013 6月 14 |
Other
Other | 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2013 |
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国/地域 | Greece |
City | Kos Island |
Period | 13/6/12 → 13/6/14 |
ASJC Scopus subject areas
- 計算理論と計算数学
- 土木構造工学