建物と地盤の相互作用効果の実務設計への組み込みについて
URI | http://harp.lib.hiroshima-u.ac.jp/kure-nct/metadata/8331 | ||||||
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ファイル |
kenkyu[71]-7.pdf
( 1355.0 KB )
公開日
:2011-02-28
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タイトル |
建物と地盤の相互作用効果の実務設計への組み込みについて
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別タイトル |
On The Incorporation of Soil-Structure Interaction Effects in Structural Design Practice
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著者 |
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キーワード |
dynamic soil-structure interaction
response spectrum method
foundation input motion
seismic coefficient of embedding foundation
seismic pile stress
動的相互作用
応答スペクトル法
基礎入力動
地下震度
杭地震時応力
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抄録 |
The seismic design requirements in Building Standard Law of Japan revised in June 2000 toward a performance-based design framework,a new seismic design method called "Response and Limit Strength Calculation (RLSC)" has developed.The features of RLSC are summarized as follows;(1)The regulation of the design earthquake motion as an acceleration response spectrum at outcropped engineering bedrock, (2)Incorporation of nonlinear amplification effect of surface strata, (3)Incorporation of the effects of soil-structure interaction(SSI), and (4)Modeling of multi-stories building into an equivalent single-degree-of-freedom system.Focusing on above items (2)and (3),this paper describes to some tries of incorporation of SSI using response spectrum method in structural design practice. |
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掲載雑誌名 |
呉工業高等専門学校研究報告
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号 |
71
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開始ページ |
41
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終了ページ |
56
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出版年月日 |
2009
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出版者 |
呉工業高等専門学校
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ISSN |
0286-4037
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本文言語 |
日本語
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資料タイプ |
紀要論文
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著者版フラグ |
出版社版
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旧URI | |||||||
区分 |
kure-nct
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