露出柱脚三次元抵抗性状が立体鋼構造物地震応答に与える影響について
URI | http://harp.lib.hiroshima-u.ac.jp/it-hiroshima/metadata/12392 | ||||||||||||
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ファイル |
research55_077-086.pdf
( 3.0 MB )
公開日
:2021-03-25
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タイトル |
露出柱脚三次元抵抗性状が立体鋼構造物地震応答に与える影響について
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別タイトル |
A study on three-dimension resisting performance of exposed column-base influence on seismic response steel structure
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著者 |
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キーワード |
anchor-bolt yield type, exposed column-base on three-dimension, bi-axial bending, brace in double structure plane and Horizontal displacement constraint plate
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抄録 |
We need to examine exposed column-base resisting mechanism subjected to bi-axial bending, understand exposed column-base resistance characteristics. Moreover, resistance mechanism of exposed column-base varied working stress. Therefore, A study of exposed column-base generally behavior was necessary for moment resist frame with braced member on three dimension reaction of ground motion. Its problem understand are very difficult. |
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掲載雑誌名 |
広島工業大学紀要. 研究編
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巻 |
55
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開始ページ |
77
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終了ページ |
86
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出版年月日 |
21-Feb
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出版者 |
広島工業大学
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ISSN |
1346-9975
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NCID |
AA11599110
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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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区分 |
it-hiroshima
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