[J].结构工程师,2007,23(5):41-47.FENG Qinghai,YUAN Wancheng.Comparative Study on BP Neural Network and RBF Neural Network in Performance Evaluation of Scismic Resistance for Pier Columns
[11]
冯清海.基于径向基网络的钢管混凝上拱桥安全性评价
[12]
[D].武汉:武汉理工大学,2005.FENG Qinghai.Safety Evaluation for the Concrete Filled Steel Tube Arch Bridge Based on RBF Neural Network
[13]
[D].Wuhan:Wuhun University of Technology,2005.
[14]
涂凌.钢管混凝土拱桥承载力计算
[15]
[J].重庆交通学院学报,1999,18(2):8-12.TU Ling.Calculation of Punching Strength for Concrete-Filled Steel Tube (CFST) Arch Bridge
[16]
兰海.大跨斜拉桥结构综合监测与评价系统
[17]
[D].上海:同济大学,2000.LAN Hai.Synthetic Monitoring and Condition Assessment System to Long-span Cable-stayed Bridge
[18]
司奎.基于结构可靠性的桥梁评估方法研究
[19]
[D].上海:同济大学,2005.SI Kui.Research on Bridge Assessment Method Based on Structural Reliability
[20]
KM K B,SIM K B,AHN S H.Recognition of Concrete Surface Cracks Using the ARTl-based RBF Network
[21]
[J].Structural Engineers,2007,23 (5):41-47.
[22]
郭晶,杨章玉.MATLAB6.5辅助神经网络分析与设计
[23]
[M].北京:电子工业出版社,2002.GUO Jing,YANG Zhangyu.Matlab 6.5 Assisstant Analysis and Design of Neural Network
[24]
[M].Beijing:Publish House of Electronics Industry,2002.