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《Journal of Ship Mechanics》 2004-04
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Optimum design of earthquake-resistant for jacket platform based on pile-soil-structure lnteraction

LIU Ting-quan1, WANG Xing-guo1, ZHOU Jing2, KANG Hai-gui2(1 Hebei Institute of Technology, Tangshan 063009, China; 2 Dalian University of Technology,Dalian 116024, China)  
Jacket platform was assumed as steel frame structure and the pile-soil-structure interaction was considered.Optimum method was applied to aseismic design of structure.Total weight of the structure was selected to be optimal objectives.Average diameter and wall thickness of the structural element were taken as design variables.Constraint conditions such as strength, stiffness,stability were taken into account.As an example,the deposited oil Offshore Platform BZ28-1 of Bohai Oil Field in China was numerated.The results show that the proposed method is significative in the design of the platforms.
【Fund】: 国家自然科学基金重大资助项目(59895410)
【CateGory Index】: P75
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