防波堤附近超大型浮式结构水弹性响应特性研究

K. Masuda, K. Sano, H. Maeda, C. Rheem, T. Ikoma
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引用次数: 0

摘要

当前的目标。本文的目的是建立防波堤附近大型浮体结构水动力的估计方法,并阐明大型浮体结构的弹性响应特性。在本文中。将源分布法应用于VLFS的水动力预测,并通过模型分析计算了VLFS的弹性响应。通过数值计算结果,明确了防波堤对VLFS弹性响应的影响以及VLFS二期模型的弹性响应特征。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on Characteristic of Hydroelastic Responses for Ver Large Floating Structure in the vicinity of a Breakwater
The objectives of present. paper are to develop the estimation method for the hydrodynamic forces on very large floating structures in the vicinity of a breakwater and to clarify the characteristics of elastic response on the very large floating structures (VLFS).In the present paper. the source distribution method was applied to prediction of by hydrodynamic forces on VLFS and the elastic responses of VLFS were computed by model analysis. From the results of numerical calculation, the effects of breakwater on the elastic response of VLFS and the characteristics of elastic responses on the phase two model of VLFS were made clear.
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