Truss spar platform motions for combined wave, current and wind forces

V. J. Kurian, O. Montasir, M. S. Liew
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引用次数: 1

Abstract

Truss spar platform is the second development concept that replaces the cylindrical lower section of a classic spar with an open truss structure that includes heave plates. In this paper, the dynamic responses of the Marlin truss spar in regular waves, current and wind are presented. A MATLAB code named TRSPAR was developed for the dynamic analysis of the structure. The structure was modeled as a rigid body with three degrees of freedom. The hyperbolic extrapolation and the extended Morison equation for an inclined cylinder were used for simulating the sea state and for determining the dynamic force vector. Time domain integration using Newmark Beta method was employed. The simulated results show insignificant effect of current and wind on the responses. However, these forces cause significant increase in the surge mean offset.
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桁架梁平台运动的联合波浪,电流和风力的力量
桁架梁平台是第二个开发概念,它用包括升沉板的开放式桁架结构取代了传统梁的圆柱形下部。本文研究了马林桁架梁在规则波浪、水流和风作用下的动力响应。开发了用于结构动力分析的MATLAB代码TRSPAR。该结构被建模为具有三个自由度的刚体。采用双曲外推法和斜圆柱的扩展Morison方程来模拟海况和确定动力矢量。采用Newmark Beta法进行时域积分。模拟结果表明,电流和风对响应的影响较小。然而,这些力量的显著增加导致浪涌平均抵消。
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