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インデックスリンク
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鋼構造柱・はり接合部の残留応力とせん断強度に関する研究
https://fukuyama-u.repo.nii.ac.jp/records/7795
https://fukuyama-u.repo.nii.ac.jp/records/7795e46c6495-bbed-4c53-9256-1cb186337862
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
KJ00005781151.pdf (361.2 kB)
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| Item type | 紀要論文(ELS) / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 1990-01-01 | |||||
| タイトル | ||||||
| タイトル | 鋼構造柱・はり接合部の残留応力とせん断強度に関する研究 | |||||
| タイトル | ||||||
| タイトル | Study on the Shearing Strength and the Residual Stresses of Beam-to-Column Connections of Wide Flange | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | jpn | |||||
| 資源タイプ | ||||||
| 資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
| 資源タイプ | departmental bulletin paper | |||||
| ページ属性 | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | P(論文) | |||||
| 著者名(日) |
中山, 昭夫
× 中山, 昭夫× 桑田, 裕次 |
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| 著者名よみ | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 42006 | |||||
| 姓名 | ナカヤマ, アキオ | |||||
| 著者名よみ | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 42007 | |||||
| 姓名 | クワダ, ヒロツグ | |||||
| 著者名(英) | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 42008 | |||||
| 姓名 | NAKAYAMA, Akio | |||||
| 言語 | en | |||||
| 著者名(英) | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 42009 | |||||
| 姓名 | KUWADA, Hirotsugu | |||||
| 言語 | en | |||||
| 著者所属(日) | ||||||
| 値 | 福山大学工学部建築学科 | |||||
| 著者所属(日) | ||||||
| 値 | 福山大学工学部建築学科 | |||||
| 抄録(英) | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | It is a well known fact that the beam-to-column conection of steel structure, that is, so called panel zone, takes much deformation when it suffers severe earthquake load, etc., because it consists of this wed plate. For that sake, we usually take the shear deformation of panel zone into account in case of the design of multi-story building, or stiffen it by another steel plate to prevent the deformation. On the other hand, there is another problem that panel zone is surounded by many weld lines and has much residual stresses by welding. It is clarified that the strength and ductility of steel structure would be much influenced by residual stresses, for instance, the instability of column and plate and so on. In this paper, the authors made clear the distribution pattern of residual stresses in panel zone and the co-relation between the shear strength and residual stresses by the experiment of beam-to-column specimen. | |||||
| 雑誌書誌ID | ||||||
| 収録物識別子タイプ | NCID | |||||
| 収録物識別子 | AN00217655 | |||||
| 書誌情報 |
福山大学工学部紀要 巻 12, p. 89-94, 発行日 1990 |
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