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主筋の力学的性状が鉄筋コンクリート部材の曲げ変形性状に及ぼす影響
https://fukuyama-u.repo.nii.ac.jp/records/8215
https://fukuyama-u.repo.nii.ac.jp/records/82159e38d590-7bd3-46e7-a040-1d67461d5da0
名前 / ファイル | ライセンス | アクション |
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KJ00005781630.pdf (837.8 kB)
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Item type | 紀要論文(ELS) / Departmental Bulletin Paper(1) | |||||
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公開日 | 2005-12-01 | |||||
タイトル | ||||||
タイトル | 主筋の力学的性状が鉄筋コンクリート部材の曲げ変形性状に及ぼす影響 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Influence on Flexural Behavior of RC Members by the Properties of Main Bars | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 鉄筋コンクリート梁 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 鉄筋コンクリート柱 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 耐震性新鋼材 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 曲げ変形性状 | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Reinforce Concrete Beam | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Reinforced Concrete Column | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Earthquake-Resistant Steel Bar | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Flexural 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) |
寺井, 雅和
× 寺井, 雅和× 南, 宏一 |
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著者名よみ | ||||||
識別子Scheme | WEKO | |||||
識別子 | 44143 | |||||
姓名 | テライ, マサカズ | |||||
著者名よみ | ||||||
識別子Scheme | WEKO | |||||
識別子 | 44144 | |||||
姓名 | ミナミ, コウイチ | |||||
著者名(英) | ||||||
識別子Scheme | WEKO | |||||
識別子 | 44145 | |||||
姓名 | TERAI, Masakazu | |||||
言語 | en | |||||
著者名(英) | ||||||
識別子Scheme | WEKO | |||||
識別子 | 44146 | |||||
姓名 | MINAMI, Koichi | |||||
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 | |||||
著者所属(英) | ||||||
言語 | en | |||||
値 | Department of Architecture, 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 | The influence which a few coefficients determine a mechanical performance of main bars do to earthquake energy consumption in formation of the plastic hinge of RC members was considered. This paper presents the experimental work on flexural behavior of Reinforce Concrete members with earthquake-resistant steel bars that was developed with Center for High-Tech Research Fukuyama University. Supposing the stress and the strain of RC beam with single and double reinforcement in the analysis, the P-6 relations were calculated with changing several parameters of materials. | |||||
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 29, p. 73-79, 発行日 2005-12 |