1 Naessa A, Leirab BJ, Batsevych O. Reliability analysis oflarge structural systems. Probabilistic Engineering Me-chanics, 2012, 28: 164-168
[2]
2 Feng M, Michel G. Modified subset simulation method forreliability analysis of structural systems. Structural Safety, 2011, 33(4-5): 251-260
[3]
3 Strauss A, Hoffmann S, Wendner R, et al. Structural as-sessment and reliability analysis for existing engineeringstructures, applications for real structures. Structure andInfrastructure Engineering, 2009, 5(4): 277-286
[4]
4 Laumakis PJ, Harlow G. Structural reliability and MonteCarlo simulation. International Journal of MathematicalEducation in Science and Technology, 2002, 33(3): 377-387
[5]
5 Attila C. An improved Monte Carlo method in struc-tural reliability. Reliability Engineering and System Safety, 1989, 24(3): 275-292
[6]
6 Hsieh M. Adaptive importance sampling for rare event sim-ulation of queuing networks.[PhD Thesis]. California:Stanford University, 1997
8 Eamon CD, Thompson M, Liu ZY. Evaluation of accuracyand effciency of some simulation and sampling methodsin structural reliability analysis. Structural Safety, 2005, 27(4): 356-392
[9]
9 周泓, 邱月. 基于期望的重要抽样方法研究. 统计与决策, 2008, 21: 4-6 (Zhou Hong, Qiu Yue. Research on importancesampling method based on the expectation. Statistics andDecision, 2008, 21: 4-6 (in Chinese))
11 Grooteman F. An adaptive directional importance sam-pling method for structural reliability. Probabilistic En-gineering Mechanics, 2011, 26: 134-141
[12]
12 Au SK, Beck JL. A new adaptive importance samplingscheme for reliability calculations. Structural Safety, 1999, 21(2): 139-163
[13]
13 Saliby E. Descriptive sampling: a better approach to MonteCarlo simulation. The Journal of the Operational ResearchSociety, 1990, 41(12): 1133-1142
[14]
14 Ibrahim Y. Observations on applications of importancesampling in structural reliability analysis. StructuralSafety, 1991, 9(4): 269-281
[15]
15 吕震宙, 岳珠峰. 结构可靠度计算中的描述性抽样法. 力学与实践, 1998, 20(5): 52-54 (Lü Zhenyu, Yue Zhufeng. Descrip-tive sampling for structural reliability calculation. Mechan-ics in Engineering, 1998, 20(5): 52-54 (in Chinese))
[16]
16 Ayyub BM, Lai KL. Structural reliability assessment usingLatin hypercube sampling. In: Proceedings of the 5th In-ternational Conference on Structural Safety and Reliability, San Francisco, American, 1989
[17]
17 陈秋红, 栗文长, 曾福强. 大型工程结构可靠性分析的计算机仿真. 系统仿真学报, 2012, 24(6): 1326-1332 (Chen Qiuhong, Li Wenchang, Zeng Fuqiang. Computer simulation methodof reliability analysis for large engineering structure. Jour-nal of System Simulation, 2012, 24(6): 1326-1332 (in Chi-nese))
[18]
18 丁克勤, 林钧富. 几种抽样的统计模拟法在估算失效概率中的应用. 北京化工大学学报(自然科学版), 1995, 22(1): 39-58(Ding Keqin, Lin Junfu. The application of statistical sim-ulating methods of several samplings in estimating the failure probability. Journal of Beijing University of ChemicalTechnology, 1995, 22(1): 39-58 (in Chinese))
[19]
19 Engelund S, Rackwitz R. A benchmark study on impor-tance sampling techniques in structural reliability. Structural Safety, 1993, 12(4): 255-276
[20]
20 戴鸿哲, 王伟. 结构可靠性分析的拟蒙特卡罗方法. 航空学报, 2009, 30(4): 666-671 (Dai Hongzhe, Wang Wei. Quasi-Monte Carlo method for structural reliability analysis.Acta Aeronautica Et Astronautica Sinica, 2009, 30(4): 666-671 (in Chinese))
[21]
21 Jian D. Structural reliability analysis for implicit perfor-mance function using radial basis function network. Inter-national Journal of Solids and Structures, 2006, 43(11-12):3255-3291
[22]
22 Kim SH, Na SW. Response surface method using vectorproject sampling points. Structure Safety, 1997, 19(1): 3-19
[23]
23 Goh ATC, Kulhawy FH. Neural network approach to modelthe limit state surface for reliability analysis. CanadianGeotechnical Journal, 2003, 40 (6): 1235-1244
[24]
24 龙兵, 安伟光, 姜兴渭. 基于遗传模拟退火算法的结构可靠性分析. 哈尔滨工程大学学报, 2005, 26(6): 753-757 (Long Bing, An Weiguang, Jiang Xingwei. Structural reliability analy-sis based on genetic simulated annealing algorithm. Jour-nal of Harbin Engineering University, 2005, 26(6): 753-757(in Chinese))
[25]
25 Kaymaz I. Application of Kriging method to structural re-liability problems. Structural Safety, 2005, 27(2): 133-151
[26]
26 Kauri AI. Response Surface Methodology and Related Top-ics. Singapore: World Scientific Printers, 2005
[27]
27 Hurtado JE, Alvarez DA. An optimization method forlearning statistical classifiers in structural reliability. Prob-abilistic Engineering Mechanics, 2010, 25: 26-34
[28]
28 朱静, 郭军, 陆鑫森. 一种新的结构可靠性计算方法——响应面法. 上海交通大学学报, 1995, 29(2): 26-31 (Zhu Jing, Guo Jun, Lu Xinsen. A new structure reliability analysismethod|response surface method. Journal of ShanghaiJiaotong University, 1995, 29(2): 26-31 (in Chinese))
[29]
29 董聪, 刘西拉. 非线性结构系统可靠性理论及其模拟算法. 土木工程学报, 1998, 31(1): 33-43 (Dong Cong, Lü Xila. Areliability theory and simulation algorithm of nonlinearstructural system. China Civil Engineering Journal, 1998, 31(1): 33-43 (in Chinese))
[30]
30 董聪. 结构系统可靠性理论与模拟算法. 强度与环境, 1997, 4: 51-61 (Dong Cong. A reliability theory and simulationalgorithm of nonlinear structural system. Structure & En-vironment Engineering, 1997, 4: 51-61 (in Chinese))
[31]
31 Faravelli L. Response surface approach of reliability analy-sis. Journal of Engineering Mechanics, 1989, 115(2): 2763-2781
[32]
32 Bucher CG, Bourgund U. A fast and effcient response sur-face approach for structural reliability problems. StructuralSafety, 1990, 7(1): 57-66
[33]
33 Rajashekhar MR, Elligwood BR. A new look at the re-sponse surface approach of reliability analysis. StructureSafety, 1993, 12(3): 205-220
[34]
34 Kim S, Na S. Response surface method using vector pro-jected sampling points. Structure Safety, 1997, 19(1): 3-19
[35]
35 Gavin HP, Siu CY. High-order limit state functions in theresponse surface method for structural reliability analysis.Structural Safety, 2008, 30(2): 162-179
[36]
36 Sang HL, Byung MK. Response surface augmented momentmethod for effcient reliability analysis. Structural Safety, 2006, 28(3): 261-272
38 Das PK, Zheng Y. Cumulative formation of response sur-face and its use in reliability analysis. Probabilistic Engi-neering Mechanics, 2000, 15: 309-315
[39]
39 赵洁. 机械可靠性分析的响应面法研究.[硕士论文]. 西安: 西北工业大学, 2006 (Zhao Jie. Research on the response surfacemethod for reliability analysis of mechanical.[Master The-sis]. Xi'an: Northwestern Polytechnical University, 2006(in Chinese))
[40]
40 丁幼亮, 李爱群, 邓扬等. 响应面法在结构可靠度分析中的应用研究. 特种结构, 2011, 28(2): 12-16 (Ding Youliang, LiAiqun, Deng Yang, et al. Research on the usefully of re-sponse surface method on the structural reliability analysis.Special Structural, 2011, 28(2): 12-16 (in Chinese))
[41]
41 杨成永, 张弥, 白小亮. 用于结构可靠度分析的多响应面法. 北方交通大学学报, 2001, 25(1): 1-4 (Yang Chengyong, ZhangMi, Bai Xiaoliang. Multiple response surface method in analysis of structural reliability. Journal of Northern Jiao-tong University, 2001, 25(1): 1-4 (in Chinese))
[42]
42 Kaymaz I, McMahon CA. A response surface method basedon weighted regression of structural reliability analysis.Probabilistic Engineering Mechanics, 2005, 20(l): 11-17
[43]
43 Zou T, Mourelatos ZP, Mahadevan S, et al. An indica-tor response surface method for simulation-based reliabil-ity analysis. Journal of Mechanical Design, 2008: 130(7):07140101-07140111
[44]
44 谭立娟. 结构可靠性分析及基于响应面法的工程应用研究.[硕士论文]. 济南: 山东大学, 2010 (Tan Lijuan. Studies ofthe structure reliability analysis method and the responsesurface-based method in engineering applications.[MasterThesis]. Jinan: Shandong University, 2010 (in Chinese))
[45]
45 Guan XL, Melchers RE. Effect of response surface parame-ter variation on structural reliability estimates. StructuralSafety, 2001, 23(4): 429-444
