改进RBF网络及其在悬索桥吊索损伤定位中的应用
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摘要
研究了RBF网络行为的过拟合现象,提出了基于R2+准则与Jackknife校验的改进算法。以润扬大桥南汊悬索桥为背景,在对其吊索损伤分析的基础上,构建了RBF损伤定位网络。研究表明,本文提出的改进RBF网络可以较好地对吊索进行损伤定位。
By studying an OLS-RBF learning algorithm,a modified algorithm based on R2+ rule and Jackknife validation is presented.After analyzing the sling damage patterns of the Runyang Yangtze river highway bridge-south suspension bridge,the RBF damage location network is constructed,trained and tested. Results show that modified RBF network can effectively locate the sling damage.
引文
[1]Doebling S W,Farrar C R,Prime M B,et al.Dam-age identification and health monitoring of structuraland mechanical systems from changes in their vibra-tion characteristics:a literature review[R].LosAlamos,New Mexico:Los Alamos National Labo-ratory,1996.
    [2]Sohn H,Farrar C R,Hemez F M,et al.A reviewof structural health monitoring literature:1996-2001[R].Los Alamos,New Mexico:Los Alamos Na-tional Laboratory,2004.
    [3]Wu X,Ghaboussi J,Garrett J H.Use of neural net-works in detection of structural damage[J].Com-puters&Structures,1992,42(4):649-659.
    [4]Pandey P C,Barai S V.Multilayer perceptron indamage detection of bridge structures[J].Comput-ers&Structures,1995,54(4):597-608.
    [5]李忠献,杨晓明,丁阳.应用人工神经网络技术的大型斜拉桥子结构损伤识别研究[J].地震工程与工程振动,2003,23(03):92-99.
    [6]杨杰,李爱群,缪长青.BP神经网络在大跨斜拉桥的斜拉索损伤识别中的应用[J].土木工程学报,2006,39(5):72-77,95.
    [7]饶文碧,吴代华.RBF神经网络及其在结构损伤识别中的应用研究[J].固体力学学报,2002,23(4):477-482.
    [8]刘效尧.斜拉桥损伤识别的径向基函数(RBF)神经网络设计[J].工程设计Cad与智能建筑,2000(7):35-37.
    [9]张刚刚,王春生,徐岳.基于径向基函数神经网络的斜拉桥损伤识别[J].长安大学学报:自然科学版,2006,26(1):49-53.
    [10]Li H J,He C J,Ji J L,et al.Crack damage detec-tion in beam-like structures using RBF neural net-works with experimental validation[J].Internation-al Journal of Innovative Computing Information andControl,2005,1(4):625-634.

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