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各種大型PRC桁の耐衝撃挙動に関する実験的研究
http://hdl.handle.net/10258/1036
http://hdl.handle.net/10258/10360bb8b4bd-b0a9-4c1b-b4bc-135835cedee5
名前 / ファイル | ライセンス | アクション |
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JSE46A_1819_2000.pdf (989.0 kB)
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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 | 各種大型PRC桁の耐衝撃挙動に関する実験的研究 | |||||||||||
タイトル | ||||||||||||
言語 | en | |||||||||||
タイトル | Experimental Study on Impact Resistant Behavior of Prototype PRC Beams | |||||||||||
言語 | ||||||||||||
言語 | jpn | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | PRC beams | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | Impact load | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | PC Rock-shed | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | rock-falling | |||||||||||
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 |
今野, 久志
× 今野, 久志× 岸, 徳光
WEKO
483
× 池田, 憲二× 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 an impact resistant design method on Prestressed Reinforced Concrete (PRC) type rock-sheds, prototype weight falling impact test is conducted for of PRC beams Here, tensioning ratio per one PC strands and reber volume are taken as variables. In this paper, using two steel weight two kinds of loading methods are applied which are: iterative loading method with initial 1 m falling height and increment of 2.5 m falling height; and single loading method with the same height to the final one of the iterative loading Results obtained from these experiments are as: 1) the load-displacement hysteresis loop for all types considered here forms an isosceles triangle which means that PRC beams tends to be collapsed with shear-failure mode; 2) the PRC beams prestressed with 50 % tensioning ratio has the best impact resistant performance all types considered here; and 3) upgrading of impact resistant capacity cannot be expected by increasing rebar ratio. | |||||||||||
言語 | en | |||||||||||
書誌情報 |
ja : 構造工学論文集. A 巻 46, p. 1819-1830, 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 | 120004080455 | |||||||||||
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 |