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軽量コンクリートを用いたせん断補強筋のないせん断破壊型RC梁の重錘落下衝撃挙動解析
http://hdl.handle.net/10258/954
http://hdl.handle.net/10258/954e936e54c-55a0-4e06-b976-229eadf26f80
名前 / ファイル | ライセンス | アクション |
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JSE50A_1361_2004.pdf (1.4 MB)
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Item type | 学術雑誌論文 / Journal Article.(1) | |||||||||||
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公開日 | 2012-03-22 | |||||||||||
タイトル | ||||||||||||
言語 | ja | |||||||||||
タイトル | 軽量コンクリートを用いたせん断補強筋のないせん断破壊型RC梁の重錘落下衝撃挙動解析 | |||||||||||
タイトル | ||||||||||||
言語 | en | |||||||||||
タイトル | Impact response analysis of light-weight shear failure type RC beams without stirrup | |||||||||||
言語 | ||||||||||||
言語 | jpn | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 軽量コンクリート | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | RC梁 | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 衝撃応答解析 | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 重錘落下衝撃実験 | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | light-weight concrete | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | RC beam | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | impact response analysis | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | falling-weight impact test | |||||||||||
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 | journal article | |||||||||||
アクセス権 | ||||||||||||
アクセス権 | open access | |||||||||||
アクセス権URI | http://purl.org/coar/access_right/c_abf2 | |||||||||||
著者 |
岸, 徳光
× 岸, 徳光
WEKO
483
× 三上, 浩× 松岡, 健一× 竹本, 伸一 |
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抄録 | ||||||||||||
内容記述タイプ | Abstract | |||||||||||
内容記述 | In order to establish a simple and rational impact response analysis method for light-weight shear failure type Reinforced Concrete (RC) beams without stirrup, three-dimensional elasto-plastic finite element analysis was conducted for total twenty RC beams under falling-weight impacting. Here, tensile strength of concrete was assumed as 1/16th of compressive one. An applicability of the proposed analysis method was confirmed comparing with the experimental results. From this study, following results were obtained: 1) impact response waves and crack patterns can be rationally predicted by using proposed analysis method, and 2) ultimate shear capacity of the RC beams under impact loading can be estimated by analyzing RC beams with more than five of shear-span ratio. | |||||||||||
言語 | en | |||||||||||
書誌情報 |
ja : 構造工学論文集. A 巻 50, p. 1361-1372, 発行日 2004-03 |
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出版者 | ||||||||||||
言語 | ja | |||||||||||
出版者 | 土木学会 | |||||||||||
論文ID(NAID) | ||||||||||||
関連タイプ | isIdenticalTo | |||||||||||
識別子タイプ | NAID | |||||||||||
関連識別子 | 120003989302 | |||||||||||
日本十進分類法 | ||||||||||||
主題Scheme | NDC | |||||||||||
主題 | 510 | |||||||||||
ISSN | ||||||||||||
収録物識別子タイプ | ISSN | |||||||||||
収録物識別子 | 18816614 | |||||||||||
書誌レコードID | ||||||||||||
収録物識別子タイプ | NCID | |||||||||||
収録物識別子 | AN10122872 | |||||||||||
権利 | ||||||||||||
言語 | ja | |||||||||||
権利情報 | Copyright 2004 土木学会 ダウンロードを含むこの著作物の利用は、著作権法の私的使用及び引用の範囲に限り認められます。その範囲外の利用については、土木学会の承諾が必要です。 | |||||||||||
著者版フラグ | ||||||||||||
出版タイプ | VoR | |||||||||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||||||||
フォーマット | ||||||||||||
内容記述タイプ | Other | |||||||||||
内容記述 | application/pdf |