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深水导管架平台波浪动力响应及参数敏感性分析

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考虑到300 m级导管架平台的自振周期与自升式平台极为接近,自升式平台的波浪动力响应分析方法在理论上可应用于深水导管架平台,但应用前需要进行参数敏感性分析,采用SACS软件建立 300 m级导管架平台有限元模型,结合JONSWAP波浪谱、利用线性叠加法构造满足高斯性条件的随机波浪;基于时域分析法,进行在随机波浪载荷下的结构动力响应分析;采用Winterstein/Jensen方法计算平台基底剪力和倾覆力矩的最可能最大值,以及动力放大系数;对波浪瞬态变化、模拟步长和时长、随机种子等参数对动力放大系数进行敏感性分析,结果表明,动力放大系数对波浪瞬态变化较为敏感、对模拟步长和时长,以及随机种子极为敏感.采用Winterstein/Jensen方法进行深水导管架平台动力响应分析时,基于敏感性分析得出的参数可获得更合理、准确的动力放大系数.
Wave Dynamic Response and Parameter Sensitivity Analysis for the Deep-water Jacket Platform
Considering that the natural vibration period of 300 m jacket platform is very close to that of jack up platform,the wave dynamic response analysis method of jack up platform can be applied to deep-water jacket platform,but parameter sensitivi-ty analysis is required before application.The finite element model of 300 m jacket platform was established by SACS software,the JONSWAP wave spectrum and the linear superposition method were used to construct random waves satisfying the Gaussian condition.Based on time-domain method,the structural dynamic response under random wave loads was analyzed.The Winter-stein/Jensen method was applied to calculate the most probable maximum extreme of base shear and overturning moment and the dynamic amplification factor.The sensitivity analysis of dynamic amplification factor was carried out for the parameters such as wave transients,simulation step and time,random seed.The results showed that the dynamic amplification factor is sensitive to wave transients,simulation step and time,and random seed;when Winterstein/Jensen method is used for dynamic response anal-ysis of deep-water jacket platforms,more reasonable and accurate dynamic amplification factors can be obtained based on the pa-rameters obtained from sensitivity analysis.

deep-water jacket platformWinterstein/Jensen methodmost probable maximum extremedynamic amplifica-tion factortime-domain methodsensitivity analysis

柴俊凯、徐辉、刘圆

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中国船级社 海洋工程技术中心,天津 300457

深水导管架平台 Winterstein/Jensen方法 最可能最大值 动力放大系数 时域分析方法 敏感性分析

2024

船海工程
武汉造船工程学会

船海工程

CSTPCD北大核心
影响因子:0.361
ISSN:1671-7953
年,卷(期):2024.53(1)
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