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高強度低降伏比の鋼材を用いたSRC柱の弾塑性挙動
https://fukuyama-u.repo.nii.ac.jp/records/8172
https://fukuyama-u.repo.nii.ac.jp/records/81726f198dfc-0181-42bc-bc63-e87f37fcb3bf
名前 / ファイル | ライセンス | アクション |
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KJ00005781568.pdf (700.7 kB)
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Item type | 紀要論文(ELS) / Departmental Bulletin Paper(1) | |||||
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公開日 | 2004-12-01 | |||||
タイトル | ||||||
タイトル | 高強度低降伏比の鋼材を用いたSRC柱の弾塑性挙動 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Experimental Study on Elastic-Plastic Behavior of SRC Columns with High Strength Steel | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | SRC | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 終局せん断耐力 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 復元力特性 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 高強度低降伏比鋼材 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 弾塑性挙動 | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Steel Reinforced Concrete Structures | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Ultimate Shear Strength | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Restoring-force Characteristics | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | High Strength Steel | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Elastic-plasitic Behavior | |||||
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) |
穐田, 智佳
× 穐田, 智佳× 南, 宏一 |
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著者名よみ | ||||||
識別子Scheme | WEKO | |||||
識別子 | 43858 | |||||
姓名 | アキタ, トモヨシ | |||||
著者名よみ | ||||||
識別子Scheme | WEKO | |||||
識別子 | 43859 | |||||
姓名 | ミナミ, コウイチ | |||||
著者名(英) | ||||||
識別子Scheme | WEKO | |||||
識別子 | 43860 | |||||
姓名 | AKITA, Tomoyoshi | |||||
言語 | en | |||||
著者名(英) | ||||||
識別子Scheme | WEKO | |||||
識別子 | 43861 | |||||
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 | 福山大学建築学科 | |||||
著者所属(英) | ||||||
言語 | en | |||||
値 | 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 | The demand to use high strength and high performance material because of large span and high rise of building in recent years. As to use of high-strength steel in composite steel and reinforced concrete structures, it remains to be clarified whether the ductile behavior can be ensured, especially when the high-strength steel is used in combination with normal-strength concrete. This paper describes the arch mechanism and the truss mechanism by using the technique of the plastic analysis as a shearing resistance mechanism of the SRC column. In addition, it compares with the theoretical restoring-force characteristics, and the experimental restoring-force characteristic of the SRC column with the high-strength steel. Ultimate shear strength of SRC column was well predicted by using the technique of the plastic analysis. | |||||
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 28, p. 73-80, 発行日 2004-12 |