大型气垫支撑柔性浮体结构在规则波浪中的水弹性特性基础研究

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

摘要

对减小超大型浮式结构的水弹性挠度进行了一些研究。而当挠度减小时,波浪漂移力增大。同时减小挠度和波浪漂移力是非常困难的。本文提出了一种大型浮式结构的气垫支承型式。这种类型可以同时减小挠度和波浪漂移力。为此,提出了气垫支撑柔性浮体结构水动力的理论分析方法。这种分析方法是基于压力分布法。该方法在求解边界问题时满足了气垫内的自由水面条件。本文给出了气垫结构的挠度特性以及气垫结构内部和结构周围的水标高。我们讨论它们。此外。,将压力分布法的计算结果与基于奇异点分布法的三维分析结果进行了比较,以证明程序代码和相应理论的有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Fundamental Study on Hydroelastic Behaviors of Large Aircushion Supported Flexible Floating Structures in Regular Waves
There are some studies on reduction of hyclroelaastic deflection of a very large floating structure. However, the wave drifting force increases when the deflection is reduced. It is very difficult to reduce the deflection and the wave drifting force at the same time.This paper proposes an aircushion-supported type for a very large floating structure. This type may be able to reduce the deflection and the wave drifting force simultaneously. Therefore, we show the theoretical analysis method for the hydrodynamic force of the aircushion-supported flexible floating structure. This analysis method is based on the pressure distribution method. The free water surface condition in the aircushion is satisfied when the boundary problem is solved in this method.In this paper, the deflection characteristic and the water elevation in the aircushion and around the structure are shown. We discuss them. Moreover., the calculation results by the pressure distribution method and the three-dimensional analysis based on the singular point distribution method are compared in order to prove validity of the program code and the corresponding theory.
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