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コンクリート充填鋼管(CFT)アーチ供試体の非線形地震応答の実験と解析
http://hdl.handle.net/10069/30049
http://hdl.handle.net/10069/30049e40a2ac6-e041-4ccb-af09-f852e17695ef
名前 / ファイル | ライセンス | アクション |
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JSE51A_713.pdf (550.1 kB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2012-12-14 | |||||
タイトル | ||||||
タイトル | コンクリート充填鋼管(CFT)アーチ供試体の非線形地震応答の実験と解析 | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | CFT | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | arch specimen | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | nonlinear seismic response | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | コンクリート充填鋼管 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | アーチ供試体 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 非線形地震応答 | |||||
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 | |||||
著者 |
呉, 慶雄
× 呉, 慶雄× 吉村, 光弘× 高橋, 和雄× 陳, 宝春× 藤田, 洋幸× 中村, 聖三 |
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著者別名 | ||||||
姓名 | Wu, Qingxiong | |||||
著者別名 | ||||||
姓名 | Yoshimura, Mitsuhiro | |||||
著者別名 | ||||||
姓名 | Takahashi, Kazuo | |||||
著者別名 | ||||||
姓名 | Chen, Baochun | |||||
著者別名 | ||||||
姓名 | Fujita, Hiroyuki | |||||
著者別名 | ||||||
姓名 | Nakamura, Shozo | |||||
その他のタイトル | ||||||
その他のタイトル | Experimant and analysis of nonlinear seismic responses of a CFT arch specimen | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | Concrete filled steel tube(CFT) structures are a rational design choice for the arch ribs of an arch bridge since CFT is resistant to axial compressive forces. However, there are few experiments on the seismic properties of CFT arch bridges. Therefore, this paper introduces the vibration experiment of a CFT arch specimen in China and states the seismic performance of this arch. An analysis of the natural vibrations and nonlinear seismic vibrations on this CFT arch is carried out by using a three-dimensiional FE model. By comparing the results obtained by the analysis with those obtained by the experiment, the dynamical properties and the nonlinear seismic characteristics are discussed in detail. From results, it is confirmed that the CFT arch specimen has a good seismic performance. | |||||
書誌情報 |
構造工学論文集 巻 51A, p. 713-720, 発行日 2005-03 |
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出版者 | ||||||
出版者 | 土木学会 | |||||
出版者別言語 | ||||||
Japan Society of Civil Engineers | ||||||
権利 | ||||||
権利情報 | © 社団法人土木学会 | |||||
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 | |||||
引用 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 構造工学論文集, 51A, pp.713-720; 2005 |