吴杰,张其林.基于混合变量的张弦梁结构优化设计研究[J].四川建筑科学研究,2006,32(2):9-11.WU Jie,ZHANG Qi-lin.Research for optimum design of beam string structures based on hybrid variable[J].SichuanBuilding Science,2006,32(2):9-11.(in Chinese)
[3]
王连广,侯献语,冯刚.基于遗传算法的预应力钢桁架优化设计[J].沈阳建筑大学学报:自然科学版,2006,22(4):567-570.WANG Lian-guang,HOU Xian-yu,FENG Gan.Optimization design of pre-stressed steel trusses using a genetic algorithm[J].Journal of Shenyang Jianzhu University:Natural Science,2006,22(4):567-570.(in Chinese)
杨海军,张爱林.多索预应力桁架结构优化设计[J].建筑结构,2007,37(8):94-96.YANG Hai-jun,ZHANG Ai-lin.Optimization design of prestressed truss structures with multiple cables[J].Buildingstructure,2007,37(8):94-96.(in Chinese)
[6]
郭鹏飞,韩英仕,魏英姿.离散变量结构优化的拟满应力设计方法[J].工程力学,2000,17(1):94-98.GUO Peng-fei,HAN Ying-shi,WEI Ying-zi.An imitation full-stress design method for structural optimization with discretevariables[J].Engineering Mechanics,2000,17(1):94-98.(in Chinese)
[7]
CARSTEN EBENAU,JENS ROTTSCHFER,GEORG THIERAUF.An advanced evolutionary strategy with an adaptivepenalty function for mixed-discrete structural optimization[J].Advances in Engineering Software,2005,36(1):29–38.
[8]
柴山,王健,曹新忠.离散变量优化设计的方向差商法[J].计算力学学报,1994,11(3):283-293.CHAI Shan,WANG Jian,CAO Xin-zhong.A direction-difference-quotient method of the optimal design of discrete variable[J].Chinese Journal of Computational Mechanics,1994,11(3):283-293.(in Chinese)
[9]
曾国华,董聪.离散变量结构优化设计的最优综合效能法[J].工程力学,2008,25(9):106-110.ZENG Guo-hua,DONG Cong.Optimum synthetic effectiveness method for structural optimization with discrete variables[J].Engineering Mechanics,2008,25(9):106-110.(in Chinese)
[10]
EYSA SALAJEGHEH,JAVSD SALAJEGHEH.Optimum design of structures with discrete variables using higher orderapproximation[J].Computer Methods in Applied Mechanics and Engineering,2002,191(13-14):1395-1419.
[11]
CAI Jianbo,GEORG THIERAUF.Evolution strategies for solving discrete optimization problems[J].Advances inEngineering Software,1996,25(2-3):177-183.
