Optimum Design of Structure Shape for Offshore Jacket Platforms
摘要
［1］ASO, K., 1996. The Optimum Design of a Stepped Pipe for Mining Managanes Nodules with Consideration for Reducing Its Maximum Axial Stress, Proc. of ISOPE, 1, 29～36. ［2］China Classification Society, 1992. Classification and Building Criterion of Of ffshore Fixed Platform, People′s Communications Publishing House. (in Chinese) ［3］Farkas, J. 1992. Optimum Design of Circular Hollow Section Beam-Columns, Proc. of ISOPE, 4, 494～499. ［4］GUO Jun, XIAO Xi and ZHU Jing, 1994. Multi-Objective Fuzzy Optimization Design of Ocean Engineering Structure,Ocean Engineering, 12 (4). (in Chinese) ［5］LU Wenfa, LI Linpu and GAO Mingdao, 1992. Offshore Jacket Platform, China Ocean Press. (in Chinese) ［6］SONG Yupu, FENG Sheng and KANG Haigui, 1999. Optimum Design of Jacket Platforms ConsideringStructure-Pile-Soil Interaction, China Ocean Engineering, 13 (3): 309～316. ［7］YU Jun and ZHOU Ji, 1989. Optimization Method Programming Bank OPB-1－ Principle and Utilization Explanation, China Machine Press. (in Chinese) ［8］ZHU Bofang, 1998. The finite element method theory and applications second edition, China Water Conservancy and Electric Power Press. (in Chinese)