[1] | CHENG J,LI Q S,XIAO R C. A New Artificial Neural Network-based Response Surface Method for Structural Reliability Analysis
|
[2] | [J ]. Probabilistic Engineering Mechanics,2008,23 (1): 51-63.
|
[3] | WANG Y,LI Z X,LI A Q. Combined Use of SHMS and Finite Element Strain Data for Assessing the Fatigue78 Reliability Index of Girder Components in Long-span Cable-stayed Bridge [J]. Theoretical and Applied Fracture Mechanics,2010,54 (2): 127-136.
|
[4] | CHENG J,XIAO R. Probabilistic Free Vibration and Flutter Analyses of Suspension Bridges [J]. Engineering Structures,2005,27 (10): 1509-1518.
|
[5] | 武芳文,赵雷. 混凝土斜拉桥主梁静力可靠度分析[J]. 铁道学报,2006,28 (3): 87-91.WU Fang-wen,ZHAO Lei. Static Reliability Analysis ofthe Main Girder of Concrete Cable-stayed Bridge [J].Journal of the China Railway Society, 2006, 28(3): 87-91.
|
[6] | JTJ027—96,公路斜拉桥设计规范[S].JTJ027—96,Design Specifications of Highway Cablestayed Bridge [S]
|
[7] | 张清华,卜-之,李乔. 斜拉桥结构可靠度分析的混沌混合算法[J]. 中国公路学报,2008,21 (3): 48-52.ZHANG Qing-hua,BU Yi-zhi,LI Qiao. Hybrid Chaos Algorithm of Structural Reliability Analysis of Cable-stayed Bridge [J]. China Journal of Highway and Transport,2008,21 (3): 48-52.
|
[8] | TANG,Q Y, ZHANG C X. Data Processing System(DPS) Software with Experimental Design, Statistical Analysis and Data Mining Developed for Use in Entomological Research [J]. Insect Science,2013,20(2): 254-260.
|
[9] | 李向京,胡云昌. 基于遗传算法-神经网络混合训练技术的结构近似可靠分析方法[J]. 土木工程学报,2000,33 (5): 40-45.LI Xiang-jing,HU Yun-chang. Study on the Approximate Structural Reliability Analysis Method Based on GA-NN Combined Technology [J]. China Civil Engineering Journal,2000,33 (5): 40-45.
|
[10] | GONG Q,ZHANG J,TAN C,et al. Neural Networks Combined with Importance Sampling Techniques for Reliability Evaluation of Explosive Initiating Device [J].Chinese Journal of Aeronautics,2012,25 (2): 208-215.
|
[11] | 桂劲松,康海贵. 结构可靠度分析的全局响应面法研究[J]. 建筑结构学报,2004,25 (4): 100-105.GUI Jin-song,KANG Hai-gui. The Study of the Whole Response Surface Method for Structural Reliability Analysis
|
[12] | [J ]. Journal of Building Structures, 2004, 25(4): 100-105.
|
[13] | 沈惠申,王宇新. 斜拉桥主梁静动力可靠性分析[J]. 中国公路学报,1996,9 (1): 59-65.SHEN Hui-shen,WANG Yu-xin. Static and Dynamic Analysis of Girders of Cable-stayed Bridges [J]. China Journal of Highway and Transport,1996,9 (1): 59-65.
|
[14] | 张建仁,刘扬. 遗传算法和人工神经网络在斜拉桥可靠度分析中的应用[J]. 土木工程学报,2001,34(1): 7-13.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.
|
[15] | BIONDINI F, FRANGOPOL D M,MALERBA P G.Uncertainty Effects on Lifetime Structural Performance of Cable-stayed Bridges [J]. Probabilistic Engineering Mechanics,2008,23 (4): 509-522.
|
[16] | 陈铁冰,王书庆,石志源. 计入结构几何非线性影响时斜拉桥可靠度分析[J]. 同济大学学报: 自然科学版,2000,28 (4): 407-412.CHEN Tie-bing, WANG Shu-qing, SHI Zhi-yuan.Reliability Analysis of Cable-stayed Bridges Consider in Geometrical Non-linearity
|
[17] | [J ]. Journal of Tongji University: Natural Science Edition,2000,28 (4):407-412.
|
[18] | 程进,肖汝诚. 斜拉桥结构静力可靠度分析[J]. 同济大学学报: 自然科学版,2004,32 (12): 1593-1598.CHENG Jin,XIAO Ru-cheng. Static Reliability Analysis of Cable-stayed Bridges [J]. Journal of Tongji University:Natural Science Edition,2004,32 (12): 1593-1598.
|
[19] | CHENG J,LI Q S. Reliability Analysis of a Long Span Steel Arch Bridge Against Wind-induced Stability Failure During Construction [J]. Journal of Constructional Steel Research,2009,65 (3): 552-558.
|
[20] | HOHENBICHLER M, RACKWITZ R. Sensitivity and Importance Measures in Structural Reliability [J]. Civil Engineering Systems,1986,3 (4): 203-209.
|
[21] | KONG X,WU D J,CAI C S,et al. New Strategy of Substructure Method to Model Long-span Hybrid CablestayedBridges under Vehicle-induced Vibration [J].Engineering Structures,2012,34: 421-435.
|