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NAOSITE : Nagasaki University's Academic Output SITE > Faculty of Engineering > Bulletin > Reports of the Faculty of Engineering, Nagasaki University > Volume 34, No. 63 >


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Title: 西海橋の地震応答に及ぼす床版のモデル化の影響
Other Titles: Influence of the Nonlinearity of the RC Slab on the Seismic Response of the Saikai Bridge
Authors: 高橋, 和雄 / 向井, 大吾 / 呉, 慶雄 / 中村, 聖三
Authors (alternative): Takahashi, Kazuo / Mukai, Daigo / Wu, Qingxiong / Nakamura, Shozo
Issue Date: Jul-2004
Citation: 長崎大学工学部研究報告 Vol.34(63) p. 43-48, 2004
Abstract: 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.
URI: http://hdl.handle.net/10069/15081
ISSN: 02860902
Type: Departmental Bulletin Paper
Appears in Collections:Volume 34, No. 63

Citable URI : http://hdl.handle.net/10069/15081

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