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《The Ocean Engineering》 2001-04
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System reliability analysis method for offshore jacket platforms under extreme loads

ZHANG Yan-kun 1, JIN Wei-liang 2, LI Zhuo-dong 2(1.Civil Engineering Department, Qingdao Institute of Civil Engineering, Qingdao 266033, China; 2.Dept. of Civil Engineering, Zhejiang University, Hangzhou 310027, China)  
With nonlinear analyses, considering pile-soil-structure non-linearity interaction, the calculation model of jacket platforms under extreme load is analyzed, and the collapsing procedure of jacket platforms is studied. Based on it, with Monte Carlo method, the reliability of jacket platforms is studied. The method is used in the W11-4C offshore platform, and different formulae of the load are compared. It is shown that the result meets the engineering design requirement, and that the method is feasible.
【Fund】: “九·五”国家自然科学基金资助项目 ( 5 9895 410 );; 中国海洋石油总公司“九·五”重点科研资助项目
【CateGory Index】: P742
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