摘要
利用人工神经网络的自适应性、容错性、模糊性 ,在高强钢管混凝土核心柱抗震性能试验研究的基础上 ,建立人工神经网络模型 。
An artificial neural network model is made by using the characters of artificial neural network such as adaptability,fault\|toleration and fuzziness,on the basis of the experiments of the seismic properties of core column with HSCFST.And the displacement ductility of core colum with HSCFST is studied and predicted in this paper.
出处
《工业建筑》
CSCD
北大核心
2002年第10期63-65,共3页
Industrial Construction
关键词
高强钢管混凝土
核心柱
抗震性能
神经网络
评估
artificial neural network\ core column\ displacement ductility\ seismic properties
