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強震下鋼重層骨組の接合部破断時の変形限界
http://hdl.handle.net/2298/10588
http://hdl.handle.net/2298/105888c1298b1-fa1b-449f-879d-bdad487f7c44
名前 / ファイル | ライセンス | アクション |
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5JSSChonbun.pdf (154.0 kB)
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Item type | 会議発表論文 / Conference Paper(1) | |||||
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公開日 | 2009-02-02 | |||||
タイトル | ||||||
タイトル | 強震下鋼重層骨組の接合部破断時の変形限界 | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題 | 半剛接合, 柱梁接合部, 破断, エネルギー吸収 | |||||
資源タイプ | ||||||
資源タイプ | conference paper | |||||
著者 |
山成, 實
× 山成, 實× 牟田, 健次 |
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別言語の著者 |
山成, 實
× 山成, 實× Muta, Kenji |
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内容記述 | ||||||
内容記述 | It was observed that a lot of breaks of connections occurred in steel frames in Great Hanshin Disasters ( 1995 Jan.). It is necessary to find a limit of deformations of connections in frames under strong earthquake excitations, because the member is not able to support loads after break or rupture. In other words, the member still connected could support loads. A numerical simulation of dynamic response of frames was conducted to get information of cumulative plastic deformation limit of both joint panels and beam-to-column joints. This paper discusses on needed deformation capacity of beam-to-column connections to prevent break. | |||||
書誌情報 |
鋼構造年次論文報告集 巻 5, p. 429-434, 発行日 1997-11 |
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書誌レコードID | ||||||
関連識別子 | BA38458504 | |||||
フォーマット | ||||||
内容記述 | application/pdf | |||||
形態 | ||||||
154037 bytes | ||||||
著者版フラグ | ||||||
出版タイプ | AM | |||||
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 | Cumulative Plastic Deformation Limit of Beam-to-column Connections of Multistoried Steel Frames under Earthquake Excitation | |||||
タイトル(ヨミ) | ||||||
その他のタイトル | キョウシンカ コウジュウソウ ホネグミ ノ セツゴウブ ハダンジ ノ ヘンケイ ゲンカイ | |||||
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 | ||||||
URL | ||||||
内容記述 | http://www.jssc.or.jp/ |