Sensitivity analysis on a multilayer perceptron model for recognizing liquefaction cases

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题名:	Sensitivity analysis on a multilayer perceptron model for recognizing liquefaction cases
作者:	Lee,CJ;Hsiung,TK
贡献者:	土木工程研究所
关键词:	NEURAL-NETWORKS;EARTHQUAKE
日期:	2009
上传时间:	2010-06-29 17:09:53 (UTC+8)
出版者:	中央大學
摘要:	In this paper, a new approach is presented for quantifying the system sensitivity of key parameters influencing the recognition of field liquefaction cases in a multilayer perceptron neural network (MLP model). A novel index, the average sensitivity factor, SFi, derived from the mathematical formulation of neural network is proposed to quantify the result of the sensitivity analysis. The SFi is a robust index of sensitivity analysis for the MLP model and can be used in the other problems not just in the recognition of field liquefaction problem. A well-trained MLP model is first developed to discriminate between the cases of liquefaction and non-liquefaction. Excellent performance and good generalization is achieved, with the higher recognition rate 98.9% in the training phase, 91.2% in testing phase and 96.6% on the overall cases. Using this model, the SFi values are then calculated and reveal that peak ground acceleration (PGA) is the most sensitive factor in both the liquefaction and non-liquefaction cases. Earthquake parameters (M-w and PGA), the stress state parameters of the soil layer (r(d), sigma(v) and sigma(v)'). and the soil resistance parameters (SPT-N, C-N, C-E and FC) play approximately equal roles. The seismic demand factors (M-w, PGA, r(d), sigma(v), and sigma(v)') is more sensitive than the liquefaction resistance capacity factors (SPT-N, C-N, C-E, and FC) in the two-class liquefaction recognition problem. (C) 2009 Elsevier Ltd. All rights reserved.
關聯:	COMPUTERS AND GEOTECHNICS
显示于类别:	[土木工程研究所] 期刊論文

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