Ribbon bridge in waves based on hydroelasticity theory

查看全文 作　　者：Cong [1]WANG;Shixiao [2]FU;Weicheng [2,3]CUI

机构地区：[1]China Offshore Oil Engineering Co.,Ltd.,Tianjin 300451,China;[2]State Key Laboratory of Ocean Engineering,Shanghai Jiao Tong University,Shanghai 200030,China;[3]China Ship Scientific Research Center,Wuxi 214082,China

出　　处：《Frontiers of Structural and Civil Engineering》索引2009年第3卷第1期,共6页

基　　金：This project was supported by the Commission of Science,Technology and Industry for National Defense. 摘　　要：For the design and operation of a floating bridge,the understanding of its hydroelastic behavior in waves is of great importance.This paper investigated the hydroelastic performances of a ribbon bridge under wave action.A brief introduction on the estimation of dynamic responses of the floating bridge and the comparisons between the experiments and estimation were presented.Based on the 3D hydroelasticity theory,the hydroelastic behavior of the ribbon bridge modeled by finite element method(FEM)was analyzed by employing the mode superposition method.And the relevant comparisons between the numerical results and experimental data obtained from one tenth scale elastic model test in the ocean basin were made.It is found that the present method is applicable and adaptable for predicting the hydroelastic response of the floating bridge in waves. 关键词：HYDROELASTICITY ribbon bridge WAVE finite element method(FEM)

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Ribbon bridge in waves based on hydroelasticity theory

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