摘要
建立了神经网络响应面,提出了神经网络响应面结合ANSYS数值试验拟合边坡的极限状态方程,进行边坡的可靠度性分析,算例证明该方法具有有效性和优越性。
By studying on NN and RSM, this paper suggested the NN-RSM methodcombined with numerical experiment(ANSYS) to the search of reliability analysis of slope, Validating the applicability and reliability by checking computation results of a numerical example.
出处
《山西建筑》
2007年第1期91-92,共2页
Shanxi Architecture