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Seismic behaviors of an upper deck type steel arch bridge
http://hdl.handle.net/2298/24467
http://hdl.handle.net/2298/244670d39f4ac-a5f5-4324-8ca9-ce0d0409e736
名前 / ファイル | ライセンス | アクション |
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2012-05-09 | |||||
タイトル | ||||||
タイトル | Seismic behaviors of an upper deck type steel arch bridge | |||||
言語 | ||||||
言語 | eng | |||||
キーワード | ||||||
主題 | Seismic behavior, Steel arch bridge, Nonlinear, Finite Element method | |||||
資源タイプ | ||||||
資源タイプ | journal article | |||||
著者 |
Niu, Yanwei
× Niu, Yanwei× Yamao, Toshitaka |
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別言語の著者 |
山尾, 敏孝
× 山尾, 敏孝 |
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内容記述 | ||||||
内容記述 | The static and dynamic behavior of an upper deck type steel arch bridge was demonstrated. During the static analysis, both material and geometric nonlinear was considered based on finite element (FE) method. In-plane fault displacement case and out-off-plane fault displacement case were compared. During dynamic analysis, the model was modified and simplified firstly, and then the natural modals and the characteristics of the mode shape were analyzed. Both the in-plane seismic input case and out-off-plane seismic input case were analyzed. The different yielding process of members including main ribs, chord and columns were represented, and the possible damaged parts of the bridge were analyzed either. | |||||
書誌情報 |
Advanced Materials Research 号 378-379, p. 310-314, 発行年 2012 |
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ISSN | ||||||
収録物識別子 | 1022-6680 | |||||
DOI | ||||||
関連タイプ | isVersionOf | |||||
関連識別子 | 10.4028/www.scientific.net/AMR.378-379.310 | |||||
権利 | ||||||
権利情報 | © 2012 Trans Tech Publications | |||||
フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application/pdf | |||||
形態 | ||||||
348505 bytes | ||||||
著者版フラグ | ||||||
出版タイプ | AM | |||||
日本十進分類法 | ||||||
主題Scheme | NDC | |||||
主題 | 515 | |||||
出版者 | ||||||
出版者 | Trans Tech Publications | |||||
資源タイプ | ||||||
内容記述タイプ | Other | |||||
内容記述 | 論文(Article) | |||||
資源タイプ・ローカル | ||||||
雑誌掲載論文 | ||||||
資源タイプ・NII | ||||||
Journal Article | ||||||
資源タイプ・DCMI | ||||||
text | ||||||
資源タイプ・ローカル表示コード | ||||||
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URL | ||||||
内容記述タイプ | Other | |||||
内容記述 | http://www.scientific.net/AMR.378-379.310 |