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T型PRC梁の静的・衝撃耐荷性状に関する実験的研究
http://hdl.handle.net/10258/1042
http://hdl.handle.net/10258/104252e1f94c-93ed-482e-8258-fa255ba4c232
名前 / ファイル | ライセンス | アクション |
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JSE44A_1827_1998.pdf (2.1 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 | T型PRC梁の静的・衝撃耐荷性状に関する実験的研究 | |||||||||||
タイトル | ||||||||||||
言語 | en | |||||||||||
タイトル | Experimental study on static and impact resistances of T-shaped PRC beams | |||||||||||
言語 | ||||||||||||
言語 | jpn | |||||||||||
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-sheds | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | PRC beam | |||||||||||
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 | absorption energy | |||||||||||
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
× 竹本, 伸一× 三上, 浩× 今野, 久志 |
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抄録 | ||||||||||||
内容記述タイプ | Abstract | |||||||||||
内容記述 | In this paper, in order to accumulate basic date for establishing a rational impact design procedure of PC (Prestressed Concrete ) members un PC rock-sheds, static and impact tests were conducted for six types of PRC (Prestressed Reinforced Concrete) T-shaped beams, in which number of PC strands, tensioning ratio per one PC strand and volume of rebars for crack control were taken as variable parameters. Using 400 kgf steel weight, impact tests were conducted by iterative loading method with 1 m/see of initial and incremental impact velocity up to beam failure. All PRC beams considered here were reached to the ultimate state characterized by bending type of failure mode. The results obtained from these experiments are as follows: 1) the ultimate static and energy absorption capacities of PRC beams may not be affected by tensioning ratio; 2) increasing number of RC strands and/or arranging rebars for crack control, impact resistance of PRC beams can be effectively improved; and 3) absorption energy at the ultimate state of PRC beams can rationally estimated by means of the multi-section method. | |||||||||||
言語 | en | |||||||||||
書誌情報 |
ja : 構造工学論文集. A 巻 44, p. 1827-1838, 発行日 1998-03 |
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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 | 120004080461 | |||||||||||
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 1998 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 |