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角形鋼管柱ラーメン構造部材の塑性変形応答
http://hdl.handle.net/2298/9689
http://hdl.handle.net/2298/968933be9bf0-722a-4d7f-b11e-a2f8b9bed486
名前 / ファイル | ライセンス | アクション |
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KaC06650639_035-042.pdf (620.0 kB)
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Item type | 会議発表論文 / Conference Paper(1) | |||||
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公開日 | 2008-11-05 | |||||
タイトル | ||||||
タイトル | 角形鋼管柱ラーメン構造部材の塑性変形応答 | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題 | ラーメン構造, 角形鋼管, 接合部パネル, 累積塑性変形倍率, rigid frame, rectangular steel tube, joint panel, cumulative plastic deformation ratio | |||||
資源タイプ | ||||||
資源タイプ | conference paper | |||||
著者 |
井上, 一朗
× 井上, 一朗× 小川, 厚治× 多田, 元英× 柳原, 秀和 |
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別言語の著者 |
Inoue, Kazuo
× Inoue, Kazuo× 小川, 厚治× Tada, Motohide× 柳原, 秀和 |
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内容記述 | ||||||
内容記述 | Cumulative plastic deformation ratio of the steel members obtained from the numerical earthquake response analysis is presented in this paper. The rigid frame with rectangular hollow section columns and with wide flange beams are analyzed to three ground motions.Strength of frame, the number of story, strength ratio of menber and width-to-thickness ratio are selected as the analytical parameters. Generally, this type of frame results in the weak panel type or weak beam type structure, so that the overrall collapse mechanism is formed to the static seismic load. No damege concentration is also observed to the dynamic ground motions. | |||||
書誌情報 |
鋼構造年次論文報告集 巻 2, p. 9-16, 発行日 1994-11 |
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ISSN | ||||||
収録物識別子 | 18815367 | |||||
書誌レコードID | ||||||
収録物識別子 | AA12357809 | |||||
フォーマット | ||||||
内容記述 | application/pdf | |||||
形態 | ||||||
619965 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 | Earthquake Response of Member Plastic Deformation of Rigid Frame with RHS Column | |||||
タイトル(ヨミ) | ||||||
その他のタイトル | カクガタ コウカンチュウ ラーメン コウゾウ ブザイ ノ ソセイ ヘンケイ オウトウ | |||||
出版者 | ||||||
出版者 | 日本鋼構造協会 | |||||
資源タイプ | ||||||
内容記述 | 論文(Article) | |||||
資源タイプ・ローカル | ||||||
会議発表論文 | ||||||
資源タイプ・NII | ||||||
Conference Paper | ||||||
資源タイプ・DCMI | ||||||
text | ||||||
資源タイプ・ローカル表示コード | ||||||
05 | ||||||
部分である | ||||||
関連タイプ | isPartOf | |||||
関連識別子 | http://hdl.handle.net/2298/9688 | |||||
URL | ||||||
内容記述 | http://www.jssc.or.jp/ | |||||
コメント | ||||||
平成6~7年度科学研究費補助金(基盤研究(C))研究成果報告書 課題番号:06650639 部材の耐力劣化域を考慮に入れた鋼骨組の耐震安全性評価基準に関する研究 pp.35-42に掲載、第4章4-1にあたる |