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コンクリート充填鋼管はりの静的および重錘衝撃実験
https://doi.org/10.24517/00050657
https://doi.org/10.24517/0005065786da1feb-f111-4a38-8c8f-caafc851536e
名前 / ファイル | ライセンス | アクション |
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TE-PR-MAEGAWA-K-117.pdf (8.4 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2018-04-27 | |||||
タイトル | ||||||
タイトル | コンクリート充填鋼管はりの静的および重錘衝撃実験 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Impulsive loading tests on concrete-filled tubular steel beams reinforced with tendon | |||||
言語 | ||||||
言語 | jpn | |||||
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 | |||||
ID登録 | ||||||
ID登録 | 10.24517/00050657 | |||||
ID登録タイプ | JaLC | |||||
著者 |
前川, 幸次
× 前川, 幸次× 吉田, 博 |
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著者別表示 |
Maegawa, Koji
× Maegawa, Koji× Yoshida, Hiroshi |
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提供者所属 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 金沢大学理工研究域環境デザイン学系 | |||||
書誌情報 |
土木学会論文集 en : Proceedings of JSCE 巻 1995, 号 513, p. 117-127, 発行日 1995 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 0289-7806 | |||||
NCID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN10014020 | |||||
DOI | ||||||
関連タイプ | isIdenticalTo | |||||
識別子タイプ | DOI | |||||
関連識別子 | 10.2208/jscej.1995.513_117 | |||||
出版者 | ||||||
出版者 | 土木学会 = Japan Society of Civil Engineers | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | 本研究は, コンクリートを充填した円形鋼管柱を, 落石防護柵の支柱に適用することを目的に, 数種の鋼棒, すなわち, 異型鋼棒, ボンド型PC鋼棒およびアンボンド型PC鋼棒で補強したコンクリート充填鋼管はりの落錘式衝撃曲げ載荷実験を行ない, 同時に, 静的曲げ載荷実験を行なうことにより, 落石防護柵に落石が衝突したときの挙動特性と支柱のエネルギー吸収能に対する検討を行なったものである. 本研究より, コンクリート充填鋼管はりの引張側に適量のアンボンド型のPC鋼棒を配置し, その両端を定着したものが耐荷力およびエネルギー吸収能とも優れていることが明らかとなった. |
|||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | This paper presents an experimental approach for the energy absorption capacity of the concrete-filled tubular steel beams subjected to the static and impulsive loads. Twenty-eight test beams of the concrete-filled steel tube reinforced with several types of tendons, that is, reinforced bars, bonded PC bars and unbonded PC bars, are tested under staic and impulsive loads. It was confinned from the test results that both the filling up a steel tube with concrete and the well-disposing tendons were effective for increasing the strength and ductility, and thus the energy absorption capacity of the tubular steel beams. | |||||
権利 | ||||||
権利情報 | Copyright © by Japan Society of Civil Engineers 土木学会 | |||||
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 | |||||
関連URI | ||||||
識別子タイプ | URI | |||||
関連識別子 | http://www.jsce.or.jp/index.html | |||||
関連名称 | http://www.jsce.or.jp/index.html | |||||
関連URI | ||||||
識別子タイプ | URI | |||||
関連識別子 | https://www.jstage.jst.go.jp/browse/jscej/-char/en | |||||
関連名称 | https://www.jstage.jst.go.jp/browse/jscej/-char/en |