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Title: 静的解析に基づく鋼製2層ラーメン橋脚の耐震設計法に関する考察
Other Titles: A Study on Static Analysis Based Seismic Design Method for Steel 2-Story Potal Frame Bridge Piers
Authors: 永田, 朋子 / 中村, 聖三 / 高橋, 和雄 / 呉, 慶雄
Authors (alternative): Nagata, Tomoko / Nakamura, Shozo / Takahashi, Kazuo / Wu, QingXiong
Issue Date: Nov-2002
Publisher: 日本鋼構造協会 / Japanese Society of Steel Construction
Citation: 鋼構造年次論文報告集, 10, pp.419-426; 2002
Abstract: The authors proposed a seismic design method based on static analysis to steel 1-story portal frame bridge piers. The method uses the equal-energy principle and correction functions proposed by the authors to estimate the maximum response displacement. The residual displacement is predicted by the estimation formulae proposed by Usami et al. In this study, the applicability of the method to 2-story frames is examined by carrying out pushover analysis and dynamic response analysis for ten models. It was shown that the method can be also applied to 2-story frames,but the estimation accuracy of residual displacement should be improved.
Keywords: 鋼製ラーメン橋脚 / Pushover解析 / 弾塑性最大応答変位 / 残留変位 / 加速度応答スペクトル / steel portal frame bride pier / pushaver analysis / elasto-plastic maximum response displacement / residual displacement / acceleration response spectrum
URI: http://hdl.handle.net/10069/33623
ISSN: 18815367
Rights: © 日本鋼構造協会
Type: Journal Article
Text Version: publisher
Appears in Collections:Articles in academic journal

Citable URI : http://hdl.handle.net/10069/33623

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