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耐震性新鋼材を主筋とする鉄筋コンクリート梁の耐震性能に関する実験的研究
https://fukuyama-u.repo.nii.ac.jp/records/8268
https://fukuyama-u.repo.nii.ac.jp/records/8268db1eb247-3408-4566-b2bb-3802c81591df
名前 / ファイル | ライセンス | アクション |
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KJ00005781723.pdf (476.0 kB)
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Item type | 紀要論文(ELS) / Departmental Bulletin Paper(1) | |||||
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公開日 | 2006-12-01 | |||||
タイトル | ||||||
タイトル | 耐震性新鋼材を主筋とする鉄筋コンクリート梁の耐震性能に関する実験的研究 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Experimental Study on Seismic Performance of Reinforced Concrete Beams Using Earthquake-Resistant Steel 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 | |||||
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 | X形配筋 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 曲げ変形性状 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | エネルギー吸収 | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Reinforced Concrete Beam | |||||
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 | Diagonally Reinforcement | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Flexural Behavior | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Energy Dissipation | |||||
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) |
上地, 清志
× 上地, 清志× 寺井, 雅和× 南, 宏一 |
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著者名よみ | ||||||
識別子Scheme | WEKO | |||||
識別子 | 44476 | |||||
姓名 | カミジ, キヨシ | |||||
著者名よみ | ||||||
識別子Scheme | WEKO | |||||
識別子 | 44477 | |||||
姓名 | テライ, マサカズ | |||||
著者名よみ | ||||||
識別子Scheme | WEKO | |||||
識別子 | 44478 | |||||
姓名 | ミナミ, コウイチ | |||||
著者名(英) | ||||||
識別子Scheme | WEKO | |||||
識別子 | 44479 | |||||
姓名 | KAMIJI, Kiyoshi | |||||
言語 | en | |||||
著者名(英) | ||||||
識別子Scheme | WEKO | |||||
識別子 | 44480 | |||||
姓名 | TERAI, Masakazu | |||||
言語 | en | |||||
著者名(英) | ||||||
識別子Scheme | WEKO | |||||
識別子 | 44481 | |||||
姓名 | MINAMI, Koichi | |||||
言語 | en | |||||
著者所属(日) | ||||||
値 | 福山大学大学院工学研究科建築学専攻 | |||||
著者所属(日) | ||||||
値 | 福山大学工学部工学部建築学科 | |||||
著者所属(日) | ||||||
値 | 福山大学工学部工学部建築学科 | |||||
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 | |||||
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 | This paper presents the experimental work on seismic performance of diagonally reinforced concrete members with earthquake-resistant steel bars that was developed with Center for High-Tech Research Fukuyama University. Eight specimens were prepared and tested. The test parameters were shear-span ratio and main reinforcement ration β. It was confirmed that the energy dissipation of tested members using the earthquake-resistant steel bars increased greatly, regardless of shear span ratio. | |||||
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 30, p. 119-124, 発行日 2006-12 |