邓华,董石麟.拉索预应力空间网格结构的优化设计[J].计算力学学报,2000,17(2):207-213.DEND Hua,DONG Shi-lin.Optimal design of pretensioned lattice structures[J].Chinese Journal of ComputationalMechanics,2000,17(2):207-213.(in Chinese)
[2]
陆赐麟,尹思明,刘锡良.现代预应力钢结构(修订版)[M].北京:人民交通出版社,2006.
[3]
张爱林,杨海军.预应力索-桁架索力和尺寸优化设计[J].钢结构,2005,20(8):43-52.ZHANG Ai-lin,YANG Hai-jun.Optimization design of cable pretension force and cross-sectional size of prestressed cable-truss[J].Steel Construction,2005,20(8):43-52.(in Chinese)
ZHANG Ai-lin,REN Wei-jie.Optimization design based on safety constraints of multi-stage pre-stressed steel structures[J].China Civil Engineering Journal,2005,38(8):26-30.
[6]
BENDSOE M P,KIKUCHI N.Generating optimal topologies in structure design using homogenization method[J].ComputerMethods in Applied Mechanics and Engineering,1988,71(1):197-224.
[7]
MLEJNEK H P,SCHIRRMASCHER R.An engineer's approach to optimal material distribution and shape finding[J].Computer Methods in Applied Mechanics and Engineering,1993,106(1-2):1-26.
[8]
XIE Y M,STEVEN G P.Evolutionary structural optimizatiion[M].Berlin:Springer Verlag,1997.
[9]
XIE Y M,STEVENG P.Asimple evolutionary procedure for structural optimization[J].Computers and Structures,1993,49(5):885-896.
[10]
NHA CHU D,XIE Y M,HIRA A,et al.Evolutionary structural optimization for problems with stiffness constraints[J].Finite Element in Analysis and Design,1996,21:239-251.
[11]
STEVEN G P,LI Q,XIE Y M.Multicriteria optimization that minimizes maximum stress and maximizes stiffness[J].Computers and Structures,2002,80:2433-2448.
[12]
MANICKARAJAHD,XIE Y M,STEVEN G P.Optimum design of frames with multiple constraints using an evolutionarymethod[J].Computers and Structures,2002,74:731-741.