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繰り返しせん断力を受ける斜め補剛パネルの強度と変形能
http://hdl.handle.net/2237/8530
http://hdl.handle.net/2237/853004f08b46-2d1f-4982-a23d-c7b1265dc7ad
名前 / ファイル | ライセンス | アクション |
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2007-07-12 | |||||
タイトル | ||||||
タイトル | 繰り返しせん断力を受ける斜め補剛パネルの強度と変形能 | |||||
言語 | ja | |||||
その他のタイトル | ||||||
その他のタイトル | A numerical study on the behavior of diagonally stiffened plates in cyclic shear | |||||
言語 | en | |||||
著者 |
葛西, 昭
× 葛西, 昭× Kasai, Akira× 宇佐美, 勉× Usami, Tsutomu× 水谷, 正樹× Mizutani, Masaki |
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アクセス権 | ||||||
アクセス権 | open access | |||||
アクセス権URI | http://purl.org/coar/access_right/c_abf2 | |||||
権利 | ||||||
言語 | ja | |||||
権利情報 | 土木学会 (許諾 土学編集 第07010号) | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | diagonally stiffened plate | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 斜め補剛板 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | strength | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 強度 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | ductility | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 変形能 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | shear loading | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | せん断載荷 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | optimum rigidity | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 最適剛比 | |||||
抄録 | ||||||
内容記述 | This study is aimed at grasping the cyclic behavior of diagonally stiffened shear panels. For this purpose, formulas for computing the buckling coefficient and optimum stiffener rigidity of diagonally stiffened shear panels are developed. A parametric study is carried out for comparing the seismic capacities of diagonally stiffened plates with those of horizontally stiffened plates. As a result, it is obtained that the enhancing effects of seismic performance with installing diagonal stiffeners are superior to horizontal stiffeners under the condition that the stiffener rigidity of diagonally stiffened plate is as the same as the horizontally stiffened plate. Finally, an analytical model to predict the cyclic behavior of bolted stiffened-plates is developed. | |||||
言語 | en | |||||
内容記述タイプ | Abstract | |||||
出版者 | ||||||
言語 | ja | |||||
出版者 | 土木学会 | |||||
言語 | ||||||
言語 | jpn | |||||
資源タイプ | ||||||
資源タイプresource | http://purl.org/coar/resource_type/c_6501 | |||||
タイプ | journal article | |||||
出版タイプ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
ISSN | ||||||
収録物識別子タイプ | PISSN | |||||
収録物識別子 | 09108009 | |||||
書誌情報 |
ja : 構造工学論文集 巻 50A, p. 131-142, 発行日 2004-03 |
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フォーマット | ||||||
application/pdf | ||||||
著者版フラグ | ||||||
値 | publisher | |||||
URI | ||||||
識別子 | http://hdl.handle.net/2237/8530 | |||||
識別子タイプ | HDL |