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梁降伏型鋼構造ラーメン部材の必要塑性変形性能に関する研究
http://hdl.handle.net/2298/13138
http://hdl.handle.net/2298/13138e2342c8d-62d4-4335-ba00-f765c6476a56
名前 / ファイル | ライセンス | アクション |
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KaC(2)11650590_065-072.pdf (1.4 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2009-11-18 | |||||
タイトル | ||||||
タイトル | 梁降伏型鋼構造ラーメン部材の必要塑性変形性能に関する研究 | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題 | ductility demand, maximum plastic rotation, cumulative plastic rotation, beam-hinging mechanism, equivalent SDOF system, 必要塑性変形性能, 最大塑性回転角, 累積塑性回転角, 梁降伏型崩壊機構, 等価1自由度系 | |||||
資源タイプ | ||||||
資源タイプ | journal article | |||||
著者 |
小川, 厚治
× 小川, 厚治× 井上, 一朗× 中島, 正愛× 澤泉, 紳一 |
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別言語の著者 |
小川, 厚治
× 小川, 厚治× Inoue, Kazuo× Nakashima, Masayoshi× Sawaizumi, Shinichi |
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内容記述 | ||||||
内容記述 | This paper presents a seismic design procedure to estimate the ductility demanded of beams in strong column - weak beam steel frames. Critical parameters that control the earthquake response of steel frames are characterized and incorporated into the equivalent SDOF representation. Maximum and cumulative plastic rotations induced into beam-ends are derived in explicit forms as functions of these parameters, and accuracy of the estimated rotations is demonstrated through the comparison with numerical results. | |||||
書誌情報 |
日本建築学会構造系論文集 巻 537, p. 121-128, 発行年 2000-11-30 |
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書誌レコードID | ||||||
収録物識別子 | AN10438559 | |||||
権利 | ||||||
権利情報 | 日本建築学会 | |||||
権利 | ||||||
権利情報 | 本文データは日本建築学会の許諾に基づき複製したものである | |||||
情報源(ISSN) | ||||||
関連名称 | 13404202 | |||||
フォーマット | ||||||
内容記述 | application/pdf | |||||
形態 | ||||||
1398062 bytes | ||||||
著者版フラグ | ||||||
出版タイプ | VoR | |||||
日本十進分類法 | ||||||
主題 | 524.6 | |||||
その他の言語のタイトル | ||||||
その他のタイトル | Ductility demanded of members in steel moment frames sustaining beam-hinging mechanism | |||||
タイトル(ヨミ) | ||||||
その他のタイトル | ハリコウフクガタ コウコウゾウ ラーメン ブザイ ノ ヒツヨウ ソセイ ヘンケイ セイノウ ニ カンスル ケンキュウ | |||||
出版者 | ||||||
出版者 | 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 | ||||||
異版である | ||||||
関連タイプ | isVersionOf | |||||
関連識別子 | http://ci.nii.ac.jp/naid/110004303955 | |||||
部分である | ||||||
関連タイプ | isPartOf | |||||
関連識別子 | http://hdl.handle.net/2298/9691 | |||||
コメント | ||||||
平成11~12年度科学研究費補助金(基盤研究(C)(2))研究成果報告書 課題番号:11650590『耐震要求性能に応じた鋼構造骨組の必要性能に関する研究』pp.65-72に掲載、第5章5-1にあたる |