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2009年 第3卷 第1期

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《结构与土木工程前沿（英文）》 >> 2009年 第3卷 第1期 doi: 10.1007/s11709-009-0005-6

Ribbon bridge in waves based on hydroelasticity theory

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. State Key Laboratory of Ocean Engineering, Shanghai Jiao Tong University, Shanghai 200030, China; 4. China Ship Scientific Research Center, Wuxi 214082, China

发布日期： 2009-03-05
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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.

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