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CFTアーチ橋(新西海橋)の振動モデルの検証に関する研究
http://hdl.handle.net/10069/30113
http://hdl.handle.net/10069/30113a9a30171-2322-4333-a737-db8e226ff95a
名前 / ファイル | ライセンス | アクション |
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JCS16_297.pdf (353.6 kB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2012-12-25 | |||||
タイトル | ||||||
タイトル | CFTアーチ橋(新西海橋)の振動モデルの検証に関する研究 | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | CFTアーチ橋 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 常時微動 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | サブスペース法 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 固有振動特性 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 非線形地震応答 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | A CFT arch bridge | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | microtremors | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | subspace method | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | natural vibration | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | nonlinear seismic response | |||||
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 |
宮本, 敬太
× 宮本, 敬太× 高橋, 和雄× 中村, 聖三× 呉, 慶雄× 永田, 正美 |
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著者別名 | ||||||
姓名 | Miyamoto, Keita | |||||
著者別名 | ||||||
姓名 | Takahashi, Kazuo | |||||
著者別名 | ||||||
姓名 | Nakamura, Shozo | |||||
著者別名 | ||||||
姓名 | Wu, Qingsiong | |||||
著者別名 | ||||||
姓名 | Nagata, Masami | |||||
その他のタイトル | ||||||
その他のタイトル | Research on the Validation of the Vibration Model of a CFT Arch Bridge(New Saikai Bridge) | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | The New Saikai Bridge is a CFT arch bridge with a concrete-filled steel tube (CFT) adopted for the arch ribs of the road bridge for the first time in Japan. lt is necessary to understand the natural vibration and response characteristics of the CFT bridge. The authors measured microtremors of the bridge to estimate the natural frequency and damping constant. The validity of the analysis model was evaluated by comparing the measured natural frequency with the analysis result. In addition,the author carried out a non-linear seismic response analysis using two analysis models,.i.e. one with the confinement effect and the other without the confinement effect,to evaluate the confinement effect of steel pipe on the increase in the strength of concrete. | |||||
書誌情報 |
鋼構造年次論文報告集 en : Journal of constructional steel 巻 16, p. 297-304, 発行日 2008-11 |
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出版者 | ||||||
出版者 | 日本鋼構造協会 | |||||
出版者別言語 | ||||||
Japanese Society of Steel Construction | ||||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 18815367 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AA12357809 | |||||
権利 | ||||||
権利情報 | © 日本鋼構造協会 | |||||
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 | 鋼構造年次論文報告集, 16, pp.297-304; 2008 |