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Optimum Design of Jacket Platforms Considering Structure-Pile-Soil Interaction 被引量:1
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作者 宋玉普 封盛 康海贵 《China Ocean Engineering》 SCIE EI 1999年第3期309-316,共8页
This paper proposes an optimum design model for the offshore jacket platform considering multidesign criteria, multi-design constraints and the structure-pile-soil interaction, and gives an optimum design procedure in... This paper proposes an optimum design model for the offshore jacket platform considering multidesign criteria, multi-design constraints and the structure-pile-soil interaction, and gives an optimum design procedure in which the proposed optimum design model is used together with structural analysis software SAP91 and optimum algorithm software OPB1. The Chengbei (#)11 offshore platform, which lies in the Shengli oilfield, is designed by use of the above optimum design model. The results show that the optimum design model is stable, and it depends on neither the optimization algorithm nor initial values of design variables. All values of the objective function converge to the same minimum value, and the speed of convergence is high, showing that the proposed optimum design model is reasonable. 展开更多
关键词 jacket platform optimum design structure-pile-soil interaction
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