交通工程、土木工程 |
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结构体系可靠度分析的改进支持向量回归 |
刘扬1,鲁乃唯1,2,蒋友宝1 |
1. 长沙理工大学 土木与建筑学院,湖南 长沙 410114; 2.东南大学 土木工程学院,江苏 南京 210096 |
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Adaptive support vector regression method for structural system reliability analysis |
LIU Yang1 , LU Nai wei1,2, JIANG You bao1 |
1. School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha 410114, China;2. School of Civil Engineering, Southeast University, Nanjing 210096, China |
[1] THOFT CHRISTENSEN P, MUROTSU Y. Application of structural systems reliability theory [M]. New York: Springer Science and Business Media, 2012.
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[11] 孙文彩, 杨自春. 结构非概率可靠性分析的支持向量机分类方法[J]. 工程力学, 2012, 29(4): 150-154.
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[13] VANLI O A, JUNG S. Statistical updating of finite element model with Lamb wave sensing data for damage detection problems [J]. Mechanical Systems and Signal Processing, 2014, 42(1): 137-151.
[14] DEGRAUWE D, DE ROECK G, LOMBAERT G. Uncertainty quantification in the damage assessment of a cable stayed bridge by means of fuzzy numbers [J]. Computers and Structures, 2009, 87(17): 1077-1084.
[15] ZHAO Y G, ANG A H. On the first order third moment reliability method [J]. Structure and Infrastructure Engineering, 2012, 8(5): 517-527.
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[18] 朱劲松, 肖汝诚, 何立志. 大跨度斜拉桥智能可靠度评估方法研究[J]. 土木工程学报, 2007, 40(5): 41-48.
ZHU Jin song, XIAO Ru cheng, HE Li zhi. Reliability assessment of large span cable stayed bridges based on artificial intelligence [J]. China Civil Engineering Journal, 2007, 40(5): 41-48. |
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