基于支持向量机的钢骨高强混凝土短柱延性预测  

Ductility prediction of steel-reinforced high-strength concrete short-column on the basis of support vector machine

作　　者：赵岩峰 

机构地区：[1]深圳市建筑设计研究总院有限公司第一分公司,广东深圳518031

出　　处：《山西建筑》2016年第10期48-49,共2页Shanxi Architecture

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.

关 键 词：高强混凝土 延性 支持向量机 预测模型 

分 类 号：TU375[建筑科学—结构工程]