LI Hong-shuang, LÜ Zhen-zhou, YUE Zhu-feng. Support Vector Machine for Structural Reliability Analysis[J]. Applied Mathematics and Mechanics, 2006, 27(10): 1135-1143.
Citation: LI Hong-shuang, LÜ Zhen-zhou, YUE Zhu-feng. Support Vector Machine for Structural Reliability Analysis[J]. Applied Mathematics and Mechanics, 2006, 27(10): 1135-1143.

Support Vector Machine for Structural Reliability Analysis

  • Received Date: 2005-12-26
  • Rev Recd Date: 2006-07-09
  • Publish Date: 2006-10-15
  • Support vector machine (SVM) was introduced to analyze the reliability of the implicit performance function, which is difficult to implement by the classical methods such as the first order reliability method (FORM) and the Monte Carlo simulation (MCS). As a classification method where the underlying structural risk minimization inference rule is employed, SVM possesses excellent learning capacity with a small amount of information and good capability of generalization over the complete data. Hence, two approaches, i. e. SVM-based FORM and SVM-based MCS, were presented for the structural reliability analysis of the implicit limit state function. Compared to the conventional response surface method (RSM) and the artificial neural network (ANN), which are widely used to replace the implicit state function for alleviating the computation cost, the more important advantages of SVM are that it can approximate the implicit function with higher precision and better generalization under the small amount of information and avoid the "curse of dimensionality". The SVM-based reliability approaches can approximate the actual performance function over the complete sampling data with the decreased number of the implicit performance function analysis (usually finite element analysis), and the computational precision can satisfy the engineering requirement, which are demonstrated by illustrations.
  • loading
  • [1]
    Gomes H M,Awruch A M. Comparison of response surface and neural network with other methods for structural reliability analysis[J].Structural Safety,2004,26(1):49—67. doi: 10.1016/S0167-4730(03)00022-5
    [2]
    Schueremans L, Gemert D V. Benefit of splines and neural networks in simulation based structural reliability analysis[J].Structural Safety,2005,27(3):246—261. doi: 10.1016/j.strusafe.2004.11.001
    [3]
    Rackwitz R. Reliability analysis—a review and some perspectives[J].Structural Safety,2001,23(4):365—395. doi: 10.1016/S0167-4730(02)00009-7
    [4]
    Nowak A R,Collins K R.Reliability of Structures[M].Boston:McGraw-Hill, 2000.
    [5]
    Zhao Y G, Ono T.A general procedure for first/second-order reliability method (FORM/SORM)[J].Structural Safety,1999,21(2):95—112. doi: 10.1016/S0167-4730(99)00008-9
    [6]
    Hurtado J E. An examination of methods for approximating implicit limit state functions from the viewpoint of statistical learning theory[J].Structural Safety,2004,26(3):271—293. doi: 10.1016/j.strusafe.2003.05.002
    [7]
    Bucher C G, Bourgund U. A fast and efficient response surface approach for structural reliability problems[J].Structural Safety,1990,7(1):57—66. doi: 10.1016/0167-4730(90)90012-E
    [8]
    Rajashekhar M R, Ellingwood B R. A new look at the response surface approach for reliability analysis[J].Structural Safety,1993,12(3):205—220. doi: 10.1016/0167-4730(93)90003-J
    [9]
    Kim S,Na S.Response surface method using vector projected sampling points[J].Structural Safety,1997,19(1):3—19. doi: 10.1016/S0167-4730(96)00037-9
    [10]
    Guan X L, Melchers R E. Effect of response surface parameter variation on structural reliability estimates[J].Structural Safety,2001,23(4):429—444. doi: 10.1016/S0167-4730(02)00013-9
    [11]
    Hurtado J E, Alvarez D A. Neural-network-based reliability analysis: a comparative study[J].Computer Methods in Applied Mechanics and Engineering,2001,191(1/2):113—132. doi: 10.1016/S0045-7825(01)00248-1
    [12]
    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. doi: 10.1016/S0045-7825(02)00287-6
    [13]
    Deng J, Gu D S,Li X B,et al.Structural reliability analysis for implicit performance functions using artificial neural network[J].Structural Safety,2005,27(1):25—48. doi: 10.1016/j.strusafe.2004.03.004
    [14]
    Cortes C, Vapnik V N.Support vector networks[J].Machine Learning,1995,20(3):273—297.
    [15]
    Vapnik V N. An overview of statistical learning theory[J].IEEE Transaction on Neural Networks,1999,10(5):988—998. doi: 10.1109/72.788640
    [16]
    Vapnik V N.The Nature of Statistical Learning Theory[M].New York: Springer-Verlag, 1995.
    [17]
    邓乃扬,田英杰.数据挖掘中的新方法——支持向量机[M].北京: 科学出版社,2004.
    [18]
    Rocco C M, Moreno J A. Fast Monte Carlo reliability evaluation using support vector machine[J].Reliability Engineering and System Safety,2002,76(3):237—243. doi: 10.1016/S0951-8320(02)00015-7
    [19]
    Hurtado J E, Alvarez D A. Classification approach for reliability analysis with stochastic finite~element modeling[J].Journal of Structural Engineering,2003,129(8):1141—1149. doi: 10.1061/(ASCE)0733-9445(2003)129:8(1141)
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (2555) PDF downloads(681) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return