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西海橋の地震応答に及ぼす床版のモデル化の影響
http://hdl.handle.net/10069/15081
http://hdl.handle.net/10069/1508153fbe77d-50e6-41f6-96db-52fa877d4193
名前 / ファイル | ライセンス | アクション |
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KJ00004724031.pdf (460.9 kB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2008-03-05 | |||||
タイトル | ||||||
タイトル | 西海橋の地震応答に及ぼす床版のモデル化の影響 | |||||
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 | departmental bulletin paper | |||||
著者 |
高橋, 和雄
× 高橋, 和雄× 向井, 大吾× 呉, 慶雄× 中村, 聖三 |
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著者別名 | ||||||
姓名 | Takahashi, Kazuo | |||||
著者別名 | ||||||
姓名 | Mukai, Daigo | |||||
著者別名 | ||||||
姓名 | Wu, Qingxiong | |||||
著者別名 | ||||||
姓名 | Nakamura, Shozo | |||||
その他のタイトル | ||||||
その他のタイトル | Influence of the Nonlinearity of the RC Slab on the Seismic Response of the Saikai Bridge | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | The rigidities of the slab and stiffening girder were not considered in our previous nonlinear seismic analysis of the Saikai Bridge that is the deck steel arch bridge. Therefore, the model that can evaluate the rigidities of the slab and the stiffening girder correctly is developed in this study. Natural frequencies obtained by the present analysis are compared with our previous results and the experimental results and then validity of the present analysis is confirmed. Nonlinear seismic responses are evaluated and the effect of the nonlinearity of the concrete slab on the responses of the bridge is discussed by using two different nonlinear material models. It is confirmed that it is necessary to use the models of the exact floor slab and material property from the analysis result of the present research. | |||||
書誌情報 |
長崎大学工学部研究報告 巻 34, 号 63, p. 43-48, 発行日 2004-07 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 02860902 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00178418 | |||||
sortkey | ||||||
P00043-P00048 | ||||||
引用 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 長崎大学工学部研究報告 Vol.34(63) p. 43-48, 2004 |