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スターラップを有しないせん断破壊型RC梁の単一載荷衝撃実験
http://hdl.handle.net/10258/1035
http://hdl.handle.net/10258/10355cd255dc-ff88-4f20-9a1d-776f95cb5b73
名前 / ファイル | ライセンス | アクション |
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JSE46A_1809_2000.pdf (1.6 MB)
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Item type | 学術雑誌論文 / Journal Article.(1) | |||||||||||
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公開日 | 2012-04-26 | |||||||||||
タイトル | ||||||||||||
言語 | ja | |||||||||||
タイトル | スターラップを有しないせん断破壊型RC梁の単一載荷衝撃実験 | |||||||||||
タイトル | ||||||||||||
言語 | en | |||||||||||
タイトル | Single Loading Impact Tests on Shear-Failure Type RC Beams without Stirrups | |||||||||||
言語 | ||||||||||||
言語 | jpn | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | shear-failure type RC beam | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | impact test | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | impact resistance | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | static capacity | |||||||||||
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 |
安藤, 智啓
× 安藤, 智啓× 岸, 徳光
WEKO
483
× 三上, 浩× 松岡, 健一× 蟹江, 俊仁 |
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抄録 | ||||||||||||
内容記述タイプ | Abstract | |||||||||||
内容記述 | In this paper, in order to investigate impact of shear-failure type Reinforced Concrete (RC) beams, weight falling impact tests are conducted. Here, twenty-seven simply supported RC beams without stirrups are used. impact load is singly surcharged onto the mid-span of RC beams using a 300 kg steel weight All RC beams used here are of 150 mm width and 250 mm depth in cross section, in which reber and shear-span ratios are taken as variables. The results obtained from this study are as follows: 1) reaction force is linearly increased at incident and then is suddenly decreased after reaching the maximum value; 2) after unloading, the mid-span displacement faintly vibrates accompanying with some drift; 3) hysteresis loop between reaction force and displacement may be modeled as a triangular from ; and 4) the impact resistant design procedure for RC beams may be rationally performed on the relations among static shear capacity, the maximum reaction force, residual displacement, input and absorbed energy. | |||||||||||
言語 | en | |||||||||||
書誌情報 |
ja : 構造工学論文集. A 巻 46, p. 1809-1818, 発行日 2000-03 |
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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 | 120004080454 | |||||||||||
日本十進分類法 | ||||||||||||
主題Scheme | NDC | |||||||||||
主題 | 510 | |||||||||||
ISSN | ||||||||||||
収録物識別子タイプ | PISSN | |||||||||||
収録物識別子 | 09108009 | |||||||||||
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 2000 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 |