半潜式平台结构分析中波浪理论的选择问题
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摘要: 设计各种活动式钻井站(如坐底式、自升式、半潜式钻井平台)和其它各种海洋工程结构时,为了计算波浪载荷,都要根据作业区的水深选用认为合适的波浪理论,借以计算波内水质点的速度和加速度.本文从工程应用的角度,对半潜式平台结构分析时关于波浪理论的选择问题进行了探讨,还对司托克斯五阶理论的实际应用作了简要的介绍.
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Skjelbreia,L,and Hendrickson,J.,Fifth Order Gravity Wave Theory,Proceedings Seventh Conference on Coastal Engineering,1961,Vol,1,Chapter 10.184-196. Dean.R.G.,Relatively Yalidties of Water Wave Theories,Proceedings of ASCE Journal of the Waterways and Harbors Division,Vo1,96(1970),No.WWl. Nordenstrom,N.,Olsen,O.A.,Loken,A.E.,Torset,O.P.,Prediction and Application of Wave Loads in Design of fshore Structures,The Fifth International Ocean Development Conference,Tokyo,1978. Hogben,N.,Miller,B.L.,Searle,J.W.,Ward,G.,Estimation of Fluid Loading on Offshore Structures,Proe.Instn Civ,Engrs.63(1977),515-562. Rules and Regulations for the Construction and Classification of Offshore Platforms,Bureau Veritas,1975. -
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