%0 Journal Article
%T ANALYSIS AND FORECAST ON DIVISION PIER STABILITY OF PERMANENT SHIPLOCK OF THREE GORGES PROJECT WITH WAVELET NETWORK<br>基于小波网络的三峡永久船闸中隔墩稳定性分析和预测模型
%A Dai Huichao
%A Su Huaizhi
%A <br>戴会超 苏怀智
%J 岩石力学与工程学报
%D 2004
%I 
%X The stability of division pier influences the safety of the permanent shiplock of Three Gorges project. The safety coefficient is usually used to evaluate the stability of division pier. Wavelet network combines the time-frequency domain localization properties of wavelet transform and self-learning ability of traditional feed-forward neural network. Wavelet network was used to approximate the nonlinear relation between safety coefficient and control factors of the division pier stability of the permanent shiplock. The stability of division pier can be analyzed and forecasted with wavelet network trained by engineering case as learning samples. The numerical example shows that the precision of approximation and prediction of the proposed model can satisfy the quantitative evaluation for the stability of division pier of the permanent shiplock. The model is of good capability of noise-resistance. The wavelet net work is trained by the hydrid learning algorithm of Levenbery-Marquardt algorithm and Least-Squares algorithm. Levenbery-Marquardt algorithm can train the nonlinear parameters. Least-Squares algorithm can train the linear parameters. Error objective function is minimized in subspace of whole parameter space of wavelet network with the presented algorithm. Wavelet network is obviously superior to conventional algorithms.
%K rock mechanics
%K division pier of the permanent shiplock of Three Gorges Project
%K stability
%K wavelet network
%K nonlinearity<br>三峡永久船闸
%K 岩石力学
%K 稳定性
%K 小波网络
%K 非线性关系
%K 隔墩
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=33C1499D7E2ADE7A&yid=D0E58B75BFD8E51C&vid=EA389574707BDED3&iid=F3090AE9B60B7ED1&sid=7385F0F53E198CDC&eid=7128E4A5513059D9&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=2&reference_num=20