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Vertical Motion Characteristics of Truss Spars in Waves

机译:波浪中桁架翼梁的垂直运动特征

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Since the first Spar platform was installed in Gulf of Mexico(GOM) in 1996, Spar platform has been regarded as competitive floating structure for deepsea oil production. Recently truss-type Spar platforms, which are significantly modified from the previous one, are being deployed in GOM. The conventional Spar has a long circular cylindrical hull, meanwhile the truss Spar consists of upper circular tank, middle truss part with some horizontal plates and lower ballast tank at the keel. Since these two types of Spars are quite different in shape, their motion characteristics may also be quite different. In this paper, the vertical motion characteristics of the truss Spar in waves are examined analytically and numerically. The upper and lower ballast tanks are discretized by constant panels for potential calculations, while the generalized Morison’s formula is used to estimate drag forces induced by the relative motion of the truss part. The equation of motion in waves is solved by the 4th -order Runge-Kutta integration scheme. The heave response of the truss spar in regular waves is examined, particularly at the resonance frequency. In addition, the pitch stability of the truss Spar is investigated based on the Mathieu equation. The result clearly indicates that the motion behavior of the truss Spar is better than the conventional one mainly due to increased viscous damping.
机译:由于第一晶石平台于1996年安装在墨西哥湾(GOM),立柱式平台一直被视为对深海石油生产有竞争力的浮动结构。最近桁架式晶石平台,这是从以前的一个显著修改,都被部署在墨西哥湾。常规晶石具有长圆形筒状的船体,同时桁架晶石由上部圆罐,中间构架部分与龙骨一些水平板和下压载舱的。由于这两种类型的翼梁的形状完全不同,它们的运动特性也可以是完全不同的。在本文中,在波浪中桁架晶石的垂直运动特性解析和数值检查。上部和下部压载舱被潜在计算常数面板离散,而广义莫里森的公式被用于估计由所述桁架部分的相对运动引起的拖曳力。运动的波方程为4阶龙格 - 库塔集成方案解决。在规则波浪桁架翼梁的升沉响应被检查,特别是在谐振频率。另外,桁架翼梁的俯仰稳定性进行了研究基于马修方程。结果清楚地表明,桁架的运动行为晶石是比以往主要是由于增加粘性阻尼更好。

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