CHEN Wei-zhen,TANG Tao,XU Jun.Advances in Research of Structural System Reliability Assessment Theory of Cable-stayed Bridges[J].Bridge Construction,2006(4):67-70.
[2]
FRANGOPOL D M,IMAI K.Geometrically Nonlinear Finite Element Reliability Analysis of Structural Systems.II:Applications[J].Computers & Structures,2000,77(6):693-709.
TONG Xiao-li,ZHAO Guo-fan.The Response Surface Method in Conjunction with Geometric Method in Structural Reliability Analysis[J].China Civil Engineering Journal,1997,30(4):51-57.
[9]
HORNIK K,STINCHCOMBE M,WHITE H.Multi-layer Feed-forward Networks Are Universal Approximators[J].Neural Networks,1989,2(5):359-366.
[10]
HURTADO J E,ALVAREZ D A.Neural Network Based Reliability Analysis:A Comparative Study[J].Computer Methods in Applied Mechanics and Engineering,2001,191(1/2):113-132.
[11]
GOMES H M,AWRUCH A M.Comparison of Response Surface and Neural Network with Other Methods for Structural Reliability Analysis[J].Structural Safety,2004,26(1):49-67.
[12]
ADELI H.Neural Networks in Civil Engineering:1989-2000[J].Computer-aided Civil and Infrastructure Engineering,2001,16(2):126-142.
LI Yang-hai,BAO Wei-gang,GUO Xiu-wu,et al.Reliability of Highway Bridges and Probability Limit State Design[M].Beijing:China Communications Press,1997.
RAJASHEKHAR M R,ELLINGWOOD B R.A New Look at the Response Surface Approach for Reliability Analysis[J].Structural Safety,1993,12(3):205-220.
[20]
ZHANG Jian-ren,LIU Yang.Reliability Analysis of Cable-stayed Bridge Using GAS and ANN[J].China Civil Engineering Journal,2001,34(1):7-13.
[21]
MCKAY M D,BECKMAN R J,CONOVER W J.A Comparison of Three Methods for Selecting Values of Input Variables in the Analysis of Output from a Computer Code[J].Technometrics,1979,21(2):239-245.
[22]
IMAN R L,CONOVER W J.A Distribution Free Approach to Inducing Rank Correlation Among Input Variables[J].Communications in Statistics－Simulation and Computation,1982,11(3):311-334.
[23]
LIU P L,KIUREGHIAN A D.Optimization Algorithms for Structural Reliability[J].Structural Safety,1991,9(3):161-177.
[24]
严国敏.现代悬索桥[M].北京:人民交通出版社,2002.
[25]
ISO 2394:1998,General Principles on Reliability for Structures[S].
