1] 佟晓利, 赵国藩. 一种与结构可靠度分析几何法相结合的响应面方法[J]. 土木工程学报, 1997, 30(4): 51-57.
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.
[2] 金伟良, 袁雪霞. 基于LS-SVM的结构可靠度响应面分析方法[J]. 浙江大学学报:工学版, 2007, 41(1): 44-47.
JIN Wei-liang, YUAN Xue-xia. Response surface method based on LS-SVM for structural reliability analysis [J]. Journal of Zhejiang University: Engineering Science, 2007, 41(1): 44-47.
[3] OLSSON A M J, SANDBERG G E. Latin hypercube sampling for stochastic finite element analysis [J]. Journal of Engineering Mechanics, 2002, 128(1): 121-125.
[4] 熊学玉,顾炜. 基于改进LHS方法的预应力混凝土结构长期性能概率分析[J]. 工程力学, 2010, 27(4): 163-168.
XIONG Xue-yu, GU Wei. Long-term performance probabilistic analysis of PCstructure based on improved LHS method [J]. Engineering Mechanics, 2010, 27(4): 163-168.
[5] JIN Wei-liang. Reliability-based design for Jacket platform under extreme loads [J]. China Ocean Engineering, 1996, 10(2): 145-160.
[6] 金伟良. 结构可靠度数值模拟的新方法[J]. 建筑结构学报, 1996, 17(3): 63-72.
JIN Wei-liang. A new approach to numerical simulation of structural reliability analysis [J]. Journal of Building Structures, 1996, 17(3): 63-72.
[7] JIN Wei-liang. Importance sampling method in V-space [J]. China Ocean Engineering, 1997, 11(2): 127-150.
[8] 唐纯喜,金伟良,陈进.结构失效面上的复合蒙特卡罗方法[J].浙江大学学报:工学版, 2007, 41(6): 1012-1016.
TANG Chun-xi, JIN Wei-liang, CHEN Jin. Composite Monte Carlo method on structural failure hyperplane [J]. Journal of Zhejiang University: Engineering Science, 2007, 41(6): 1012-1016.
[9] CHEN Jian-yun, QIANG Xu, FAN Shu-li, et al. Improved response surface method for anti-slide reliability analysis of gravity dam based on weighted regression [J]. Journal of Zhejiang University: Science A, 2010, 11(6): 432-439.
[10] SOARES R C, MOHAMEDB A, VENTURINI W S. Reliability analysis of non-linear reinforced concrete frames using the response surface method [J]. Reliability Engineering and System Safety, 2002, 75(1): 16.
[11] WONG S M, HOBBS R E, ONOF C. An adaptive response surface method for reliability analysis of structures with multiple loading sequences[J]. Reliability Engineering and System Safety, 2002, 75(1): 16.
[12] KIM S H, NA S W. Response surface method using vector projected sampling points [J]. Structural Safety, 1997, 19(1): 319.
[13] 王宇,王春磊,汪灿,等.边坡可靠性评价的向量投影响应面研究及应用[J].岩土工程学报,2011, 33(9): 1434-1440.
WANG Yu, WANG Chun-lei, WANG Can, et al. Reliability evaluation of slopes based on vector projection response surface and its application [J]. Chinese Journal of Geotechnical Engineering, 2011, 33(9): 1434-1440.
[14] 张哲,李生勇,石磊,等.结构可靠度分析中的改进响应面法及其应用[J]. 工程力学, 2007, 24(8): 111-115.
ZHANG Zhe, LI Sheng-yong, SHI Lei, et al. An improved response surface method for structural reliability analysis and its application [J]. Engineering Mechanics, 2007, 24(8): 111-115.
[15] 李洪双,吕震宙,赵洁.基于加权线性响应面法的支持向量机可靠性分析方法[J].工程力学,2007,24(5): 67-71.
LI Hong-shuang, LV Zhen-zhou, ZHAO Jie. A support vector method for reliability analysis based on weighted linear response surface [J]. Engineering Mechanics, 2007, 24(5): 67-71.
[16] 吕大刚,贾明明,李刚. 结构可靠度分析中的均匀设计响应面法[J]. 工程力学, 2011, 28(7): 109-115.
LV Da-gang, JIA Ming-ming, LI gang. Uniform design response surface method for structural reliability analysis [J]. Engineering Mechanics, 2011, 28(7): 109-115.
[17] 吕大刚,贾明明,李刚. 基于均匀设计响应面法的钢框架结构抗震可靠度分析[J]. 哈尔滨工业大学学报, 2011, 43(4): 15.
LV Da-gang, JIA Ming-ming, LI gang. Seismic reliability analysis of steel frame structures based on uniform design response surface method [J]. Journal of Harbin Institute of Technology, 2011, 43(4): 15.
[18] 金伟良,唐纯喜,陈进.基于SVM的结构可靠度分析响应面方法[J].计算力学学报, 2007, 24(6): 713-718.
JIN Wei-liang, TANG Chun-xi, CHEN Jin. SVM based on response surface method for structural reliability analysis [J]. Chinese Journal of Computational Mechanics, 2007, 24(6): 713-718.
[19] LIU Ji, LI Yun. An improved adaptive response surface method for structural reliability analysis [J]. Journal of Central South University, 2012, 19(4): 1148-1154.
[20] 赵威,王伟. 偏最小二乘回归在响应面法可靠度分析中的应用[J]. 工程力学, 2013, 30(2): 272-277.
ZHAO Wei, WANG Wei. Application of partial least squares regression in response surface for analysis of structural reliability [J]. Engineering Mechanics, 2013, 30(2): 272-277.
[21] DENG Jian, GU De-sheng, LI Xi-bing, et al. Structural reliability analysis for implicit performance functions using artificial neural network [J]. Structural Safety, 2005, 27(1): 25-48.
[22] CHENG Jin, LI Q S, XIAO Ru-cheng. A new artificial neural network-based response surface method for structural reliability analysis [J]. Probabilistic Engineering Mechanics, 2008, 23(1): 51-63.
[23] CHENG Jin, LI Q S. Artificial neural network-based response surface methods for reliability analysis of pre-stressed concrete bridges [J]. Structure and Infrastructure Engineering, 2012, 8(2): 171-184.
[24] 方开泰,马长兴. 正交与均匀试验设计[M]. 北京: 科学出版社, 2001.
[25] 张伟. 结构可靠性理论与应用[M]. 北京: 科学出版社, 2009.
[26] 郭彤, 李爱群, 缪长青, 等. 数值模拟联合算法及其在润扬大桥可靠度评估中的应用[J]. 土木工程学报, 2006, 39(9): 8085.
GUO Tong, LI Ai-qun, MIAO Chang-qing, et al. Combined numerical simulation method and its application on the reliability assessment of Runyang bridge [J]. China Civil Engineering Journal, 2006, 39(9): 80-85.
[27] 曹慧荣,李莉. 均匀设计表的MATLAB实现[J]. 统计与决策, 2008, 21(6): 144-146.
CAO Hui-rong, LI Li. Uniform design table in Matlab [J]. Statistics and Decision, 2008, 21(6): 144-146.
[28] 李扬海,鲍卫刚,郭修武,等. 公路桥梁结构可靠度与概率极限状态设计[M]. 北京: 人民交通出版社, 1997. |