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鋼構造骨組の部材耐力分布の適正化に関する研究
http://hdl.handle.net/2298/17313
http://hdl.handle.net/2298/17313819f8a2b-2064-4207-baa9-1978ab204a08
名前 / ファイル | ライセンス | アクション |
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110007030272.pdf (1.0 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2010-12-17 | |||||
タイトル | ||||||
タイトル | 鋼構造骨組の部材耐力分布の適正化に関する研究 | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題 | 適正化, 耐力分布, 柱梁耐力比, 地震応答, 最大層間変位角, optimization, strength distribution, column-to-beam strength ratio, seismic response, maximum story drift angle | |||||
資源タイプ | ||||||
資源タイプ | journal article | |||||
著者 |
川島, 敏夫
× 川島, 敏夫× 出口, 義史× 小川, 厚治 |
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別言語の著者 |
川島, 敏夫
× 川島, 敏夫× Deguchi, Yoshifumi× 小川, 厚治 |
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内容記述 | ||||||
内容記述 | The deformation concentration into a relatively weak story often causes the collapse of the structure and must be carefully prevented in design practice. In this paper, we proposed a simple method to modify the member strengths in order to make the story drift angles uniform over the building height. This method is based on the optimum story shear force coefficient proposed by us in a previous paper. The applicability of the method was confirmed by numerical results of a nonlinear earthquake response analysis for four example frames. | |||||
書誌情報 |
日本建築学会構造系論文集 巻 74, 号 635, p. 147-155, 発行年 2009-01-30 |
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書誌レコードID | ||||||
収録物識別子 | AN10438559 | |||||
権利 | ||||||
権利情報 | 社団法人 日本建築学会 | |||||
情報源(ISSN) | ||||||
関連名称 | 13404202 | |||||
フォーマット | ||||||
内容記述 | application/pdf | |||||
形態 | ||||||
1027212 bytes | ||||||
著者版フラグ | ||||||
出版タイプ | VoR | |||||
日本十進分類法 | ||||||
主題 | 520 | |||||
その他の言語のタイトル | ||||||
その他のタイトル | OPTIMUM STRENGTH DISTRIBUTION OF STRUCTURAL MEMBERS IN STEEL FRAMES | |||||
タイトル(ヨミ) | ||||||
その他のタイトル | コウ コウゾウ ホネグミ ノ ブザイ タイリョク ブンプ ノ テキセイカ ニ カンスル ケンキュウ | |||||
出版者 | ||||||
出版者 | 社団法人 日本建築学会 | |||||
資源タイプ | ||||||
内容記述 | 論文(Article) | |||||
資源タイプ・ローカル | ||||||
雑誌掲載論文 | ||||||
資源タイプ・NII | ||||||
Journal Article | ||||||
資源タイプ・DCMI | ||||||
text | ||||||
資源タイプ・ローカル表示コード | ||||||
01 | ||||||
URL | ||||||
内容記述 | http://ci.nii.ac.jp/naid/110007030272 | |||||
コメント | ||||||
本文データは学協会の許諾に基づきCiNiiから複製したものである |