| [1] Hasofer A M, Lind N C. Exact and invariant second moment code format[J]. Journal of the Engineering Mechanics Division, 1974, 100(1): 111-121.[2] Low B K, Tang W H. Reliability analysis of reinforced embankments on soft ground[J]. Canadian Geotechnical Journal, 1997, 34(5): 672-685.[3] Nadim F. Probabilistic methods for geohazard problems: state-of-the-art[M]. Essen: Verlag Gluckauf, 2002: 333-350.[4] Ang H S, Tang W H. Probability concepts in engineering planning and design[M]. New York: John Wiley & Sons, 1984: 20-21.[5] Madsen H O, Krenk S, Lind N C. Methods of structural safety[M]. Englewood Cliffs: Prentice Hall, 1986: 37-38.[6] Moses F. System reliability developments in structural engineering[J]. Structural Safety, 1982, 1(1): 3-13.[7] Zhao G F, Li Y G, Wang H D. Forth moment method for structural reliability analysis based on maximum entropy theory[C]//The Sixth Workshop on Concrete Model Code for Asia, 1996.[8] Zhao Y Q, Ono T. Moment methods for structural reliability[J]. Structural Safety, 2001, 23(1): 47-75.[9] Lee S H, Kwak B M. Response surface augmented moment method for efficient reliability analysis[J]. Structural safety, 2006, 28(1): 261-272.[10] Liu C L, Lu Z Z, Response surface combinaion improved by high order term for structural reliability analysis[J]. Acta Aeronautica et Astronautica Sinica, 2013, 27(4):594-599. (in Chinese) 刘成立, 吕震宙. 结构可靠性分析中考虑高次项修正的组合响应面法[J]. 航空学报, 2013, 27(4): 594-599.[11] Gong Q, Zhang J G, Tan C L, 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.[12] Liu Z, Zhang J G, Wang C C, et al. Hybrid structure reliability method combining optimized Kriging model and importance sampling[J]. Acta Aeronautica et Astronautica Sinica, 2013, 34(6): 1347-1355. (in Chinese) 刘瞻, 张建国, 王灿灿, 等. 基于优化Kriging模型和重要度抽样法的结构可靠度混合算法[J]. 航空学报, 2013, 34(6): 1347-1355.[13] Huang J S, Griffiths D V. Observations on FORM in a simple geomechanics example[J]. Structural Safety, 2001, 33(1): 115-119.[14] Papadrakakis M, Lagaros N D. Reliability-based structural optimization using neural networks and Monte Carlo simulation[J]. Computer Methods in Applied Mechanics and Engineering, 2002, 191(32): 3491-3507.[15] Tolson B A, Maier H R, Simpson A R, et al. Genetic algorithms for reliability-based optimization of water distribution systems[J]. Journal of Water Resources Planning and Management, 2004, 130(1): 63-72.[16] Long B, An W G, Jiang X W. Structural reliability anal ysis based on genetic simulated annealing algorithm[J]. Journal of Haerbin Engineering University, 2005, 26(6): 753-757. (in Chinese) 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[J]. 哈尔滨工程大学学报, 2005, 26(6): 753-757.[17] Burton S A, Hajela P. A variable-complexity approach to second-order reliability-based optimization[J]. Structural and Multidisciplinary Optimization, 2003, 25(4): 237-250.[18] Du X P, Chen W. Sequential optimization and reliability assessment method for efficient probabilistic design[J]. Journal of Mechanical Design, 2004, 126(2): 225-233.[19] Youn B D, Choi K K. A new response surface methodology for reliability-based design optimization[J]. Computers Structural, 2004, 82(2-3): 241-256.[20] Lv Z Z, Song S F, Li H S, et al. Analysis of structure reliability and reliability sensitivity[M]. Beijing: Science Press, 2009: 21-22.(in Chinese) 吕震宙, 宋述芳, 李洪双, 等, 结构机构可靠性及可靠性灵敏度分析[M]. 北京: 科学出版社, 2009: 21-22.[21] Li H, Cao H D. Pulse transiently chaotic neural network for layout optimization[J]. Chinese Journal of Computational Mechanics, 2005, 22(5): 623-628. (in Chinese) 李昊, 曹宏铎. 基于PTCNN的结构布局优化问题研究[J]. 计算力学学报, 2005, 22(5): 623-628. |
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