摘要
根据收集到的钢骨高强混凝土短柱的延性试验数据,建立了预测模型,并采用最小二乘支持向量机的方法,对其延性进行仿真试验,指出在合理选择参数的前提下,最小二乘支持向量机法预测钢骨高强混凝土短柱的延性可达到满意的结果。
According to ductility testing data collected of steel-reinforced high-strength concrete short-column,the paper establishes prediction model,carries out its ductility simulating test by applying the least squares support vector machine method,and finally points out that: in the premise of rationally selecting parameters,satisfied ductility prediction results can be achieved by applying the least squares support vector machine method.
出处
《山西建筑》
2016年第10期48-49,共2页
Shanxi Architecture
关键词
高强混凝土
延性
支持向量机
预测模型
high-strength concrete
ductility
support vector machine
prediction model