[1] RONG R J,XIE Y M,YANG X Y.An Improved Method for Evolutionary Structural Optimization Against Buckling[J].Computer and Structures,2001,79(2):253-263.
[2]XIE Y M,STEVEN G P.Evolutionary Structural Optimization[M].Berlin:Springer-verlag,1997.
[3]XIE Y M,STEVEN G P.A Simple Evolutionary Procedure for Shape and Topology Optimization[J].Computer and Structures,1993,49(5):885-896.
[4]荣见华,郑健龙,徐飞鸿.结构动力修改及优化设计[M].北京:人民交通出版社,2002.
RONG Jian-hua,ZHENG Jian-long,XU Fei-hong.Structural Dynamic Modification and Optimization Design[M].Beijing:China Communications Press,2002.
[5]谢亿民,杨晓英,STEVEN G P,等.渐进结构优化法的基本理论及应用[J].工程力学,1999,16(6):70-81.
XIE Yi-min,YANG Xiao-ying,STEVEN G P,et al.The Theory and Application of Evolutionary Structural Optimization Method[J].Engineering Mechanics,1999,16(6):70-81.
[6]杨德庆,隋允康,刘正兴,等.应力和位移约束下连续体结构拓扑优化[J].应用数学和力学,2000,21(1):21-24.
YANG De-qing,SUI Yun-kang,LIU Zheng-xing,et al.Topology Optimization Design of Continuum Structures Under Stress and Displacement Constraints[J].Applied Mathematics and Mechanics,2000,21(1):21-24.
[7]傅建林,荣见华,杨振兴.一种基于Ishai应力准则的双方向结构拓扑优化方法[J].长沙交通学院学报,2005,21(1):21-27.
FU Jian-lin,RONG Jian-hua,YANG Zhen-xing.A Bi-directional Optimization Method of Structural Topology Based on Ishai Stress Criteria[J].Journal of Changsha Communications University,2005,21(1):21-27.
[8]杜海珍,荣见华,傅建林,等.基于应变能的结构拓扑优化设计[J].交通运输工程学报,2004,4(3):34-37.
DU Hai-zhen,RONG Jian-hua,FU Jian-lin,et al.Structural Topology Optimization Design Based on Strain Energy[J].Journal of Traffic and Transportation Engineering,2004,4(3):34-37.
[9]任晓辉,封建湖.基于水平集方法的连续体结构拓扑优化[J].建筑科学与工程学报,2007,24(2):74-79.
REN Xiao-hui,FENG Jian-hu.Topology Optimization of Continuum Structure Based on Level Set Method[J].Journal of Architecture and Civil Engineering,2007,24(2):74-79.
[10]徐 岳,郝宪武,张丽芳.连续刚构桥双薄壁墩参数设计方法研究[J].中国公路学报,2002,15(2):79-82.
XU Yue,HAO Xian-wu,ZHANG Li-fang.Study of the Parameter Design Method of the Continuous Rigid Frame Bridges with Double Thin-wall Pier[J].China Journal of Highway and Transport,2002,15(2):79-82.