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Deformation Capacity of Semirigid Beam-to-column Connections in Steel Frames
http://hdl.handle.net/2298/10569
http://hdl.handle.net/2298/1056921fe2b76-51db-411e-8e83-a609b90ba6f3
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
6PSSC.mscpt.pdf (478.3 kB)
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| Item type | 会議発表論文 / Conference Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2009-01-30 | |||||
| タイトル | ||||||
| タイトル | Deformation Capacity of Semirigid Beam-to-column Connections in Steel Frames | |||||
| 言語 | ||||||
| 言語 | eng | |||||
| キーワード | ||||||
| 主題 | 鋼構造, 接合部, 変形能力 | |||||
| 資源タイプ | ||||||
| 資源タイプ | conference paper | |||||
| 著者 |
山成, 實
× 山成, 實 |
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| 別言語の著者 |
山成, 實
× 山成, 實 |
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| 内容記述 | ||||||
| 内容記述 | This paper describes that beam-to-column connection deformations may have a significant effect on the behavior of semirigid steel frames subjected to earthquake excitations and the limits of their ability for keeping connected through the quake. Actual frames have areas that are called as panel zones at intersections of beams and columns, and beams are not connected perfectly rigid to columns, although primary frame analyses deal with those areas as points. In this study, not shear deformation in the panel zones but also local deformations of column walls at height of beam flanges were considered for dynamic response analyses of multi-storied steel frames. The local deformations are out of plane deformations of column walls caused by flange forces. A series of numerical computations on multi-storied semirigid steel frames incorporating various strengths, initial stiffness and post yield stiffness of panel zones and beam-to-column connections are mentioned. If both panel zones and beam-to-column connections are weak and not so much rigid, the joints are weak links in which inelastic deformations are concentrated and the beams and columns will not develop their bending strength under lateral loading. | |||||
| 書誌情報 |
Proceedings of 6th Pacific Structural Steel Conference : PSSC 2001 巻 1, p. 334-339, 発行日 2001-10 |
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| フォーマット | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | application/pdf | |||||
| 形態 | ||||||
| 478264 bytes | ||||||
| 著者版フラグ | ||||||
| 出版タイプ | AM | |||||
| 日本十進分類法 | ||||||
| 主題Scheme | NDC | |||||
| 主題 | 524.6 | |||||
| その他の言語のタイトル | ||||||
| その他のタイトル | コウコウゾウ ホネグミ ナイ ノ ハンセツゴウ チュウリョウ セツゴウブ ノ ヘンケイ ノウリョク | |||||
| その他の言語のタイトル | ||||||
| その他のタイトル | 鋼構造骨組内の半剛接合柱梁接合部の変形能力 | |||||
| 出版者 | ||||||
| 出版者 | The Pacific Council of Structural Steel Associations | |||||
| 資源タイプ | ||||||
| 内容記述タイプ | Other | |||||
| 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 | ||||||
| 著作の一部 | ||||||
| 関連名称 | http://www.jssc.or.jp/international/index04.html | |||||
| コメント | ||||||
| Pacific Structural Steel Conference, Beijing, China, October, 2001 | ||||||
| コメント | ||||||
| 太平洋鋼構造協議会（PCSSA) | ||||||
