鋼構造平面骨組における弱パネル型柱はり接合部の骨組全体に与える影響に関する研究
URI | http://harp.lib.hiroshima-u.ac.jp/it-hiroshima/metadata/3756 | ||||||||||||||||||
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ファイル |
kenkyukiyo35141.pdf
( 334.0 KB )
公開日
:2009-02-17
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タイトル |
鋼構造平面骨組における弱パネル型柱はり接合部の骨組全体に与える影響に関する研究
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別タイトル |
A Study on Effect of Weak Panel Type Beam-to-Column Connections on Structural Behavior in Steel Plane Framed Structures
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著者 |
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キーワード |
Plane Frame
Beam-to-Column Connection
Weak Panel
Panel Strength Ratio
Energy Absorption Capacity
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NDC |
524.6
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抄録 |
The governing equations for the plane framed structures considering deformation of joint panels based on principle of hybrid potential energy can be applied to the earthquake response analysis. The plane frames with four types of beam-to-column connections were selected as the analytical models. From the results of the response analysis, the foIlowing conclusions were obtained. 1) In the case of the weak panel type, the maximum story deformation angles of first story have decreased, and absorbed energy of column have decreased. 2) The weak panels have energy absorption capacity of the structure and structural damping capacity. |
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掲載雑誌名 |
広島工業大学研究紀要
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巻 |
35
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開始ページ |
141
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終了ページ |
146
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出版年月日 |
2001
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出版者 |
広島工業大学
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ISSN |
03851672
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NCID |
AN0021271X
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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 |
it-hiroshima
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