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既存鉄骨造屋内運動場の柱梁接合部の耐震性能に関する実験的研究
https://fukuyama-u.repo.nii.ac.jp/records/8105
https://fukuyama-u.repo.nii.ac.jp/records/810574057995-1105-46c5-95e7-4c568deb3adc
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
KJ00005781490.pdf (1.2 MB)
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| Item type | 紀要論文(ELS) / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2002-12-01 | |||||
| タイトル | ||||||
| タイトル | 既存鉄骨造屋内運動場の柱梁接合部の耐震性能に関する実験的研究 | |||||
| タイトル | ||||||
| タイトル | Experimental Study on Seismic Performance Beam-to-Column Connection of Existing Steel Gymnasium | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | jpn | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | 鉄骨造 | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | 屋内運動場 | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | 柱梁接合部 | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | 溶接 | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | 耐震性能 | |||||
| キーワード | ||||||
| 言語 | en | |||||
| 主題Scheme | Other | |||||
| 主題 | Steel structure | |||||
| キーワード | ||||||
| 言語 | en | |||||
| 主題Scheme | Other | |||||
| 主題 | Gymnasium | |||||
| キーワード | ||||||
| 言語 | en | |||||
| 主題Scheme | Other | |||||
| 主題 | Beam-to-column connection | |||||
| キーワード | ||||||
| 言語 | en | |||||
| 主題Scheme | Other | |||||
| 主題 | Weld | |||||
| キーワード | ||||||
| 言語 | en | |||||
| 主題Scheme | Other | |||||
| 主題 | Seismic performance | |||||
| 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) |
丸山, 陵
× 丸山, 陵× 南, 宏一 |
|||||
| 著者名よみ | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 43440 | |||||
| 姓名 | マルヤマ, リョウ | |||||
| 著者名よみ | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 43441 | |||||
| 姓名 | ミナミ, コウイチ | |||||
| 著者名(英) | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 43442 | |||||
| 姓名 | MARUYAMA, Ryo | |||||
| 言語 | en | |||||
| 著者名(英) | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 43443 | |||||
| 姓名 | MINAMI, Koichi | |||||
| 言語 | en | |||||
| 著者所属(日) | ||||||
| 値 | 福山大学大学院建築学専攻 | |||||
| 著者所属(日) | ||||||
| 値 | 福山大学工学部建築学科 | |||||
| 著者所属(英) | ||||||
| 言語 | en | |||||
| 値 | Faculty of Engineering, Fukuyama University | |||||
| 著者所属(英) | ||||||
| 言語 | en | |||||
| 値 | Department of Architecture, Faculty of Engineering, Fukuyama University | |||||
| 抄録(英) | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | In this paper, Characteristics by the difference between the difference of the detail and the welding method of the beam-to-column connection in steel gymnasium were examined by the test, and compared. The specimen is five in all. It is the one that each welding method, the panel form, and the welding size were changed. The difference among the plasticity deformation ability, the transformation properties in the panel part, destructiveness, and strength was compared by these five specimen. Both the opening moment and closing moment went to the loading method in cyclic loading of two times by the displacement-controlled by the hydraulic jack. On any specimen from the test result, the power decrease of closing moment was more remarkable than that of opening moment. Ultimate strength of the specimen that a manual arc welding and the small welding size was almost equal to the calculation value. However, because it has been decided by rupture the weld, it does not necessarily have an enough plasticity deformation ability. Ultimate strength of other specimen was decided by local buckling of the flange. There is enough strength, and it has an enough plasticity deformation ability. | |||||
| 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 26, p. 67-74, 発行日 2002-12 |
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