Numerical investigation on dynamic responses of classic spar platforms: Long crested waves vs. short crested waves

V. J. Kurian, C. Ng, M. S. Liew
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引用次数: 7

Abstract

In the real sea condition, only multi-directional waves or short crested waves are found. Short crested wave isdefined as thelinear summation of various long crested waves propagated tovarious angles, where the magnitude and direction generated are randomly varied. In this study, the dynamic responses of classic spar platform subjected to long crested and short crested waves are investigated numerically and compared. Two numerical simulations are developed by incorporating Diffraction theory to obtain the wave forces for long crested waves and short crested waves. The classic spar platform is assumed to be rigid with three degrees of freedom surge, heave and pitch, restrained by four mooring lines. For every time step, the mass, damping and stiffness matrices are evaluated. The equations of motion are formulated for the platform dynamic equilibrium and are solved by using Newmark Beta method in time domain. The results in terms of Response Amplitude Operator (RAO) for surge, heave and pitch motionsare obtained and compared.
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经典梁式平台动力响应的数值研究:长峰波与短峰波
在实际海况中,只存在多向波或短峰波。短波峰波定义为各种长波峰波沿不同角度传播的线性总和,其产生的振幅和方向是随机变化的。本文对经典梁式平台在长波峰和短波峰作用下的动力响应进行了数值研究和比较。结合衍射理论,建立了两个数值模拟,得到了长波峰波和短波峰波的波浪力。传统的梁式平台被认为是刚性的,具有三个自由度的浪涌、升沉和俯仰,由四条系泊绳约束。对于每一个时间步,计算了质量、阻尼和刚度矩阵。建立了平台动平衡的运动方程,并在时域上用Newmark Beta方法求解。给出了响应幅值算子(RAO)对振荡运动、垂荡运动和俯仰运动的响应幅值算子,并对其进行了比较。
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