高强混凝土框架柱延性性能试验研究  

The Study of Capacity of Ductility for High-Strength Concrete Frame Column

作　　者：李瑞锋[1] 姚会欣[1] 王云昌[2] 

机构地区：[1]河南职业技术学院,郑州450046 [2]河南省科学院,郑州450002

出　　处：《河南科学》2008年第8期946-948,共3页Henan Science

摘　　要：主要研究高强混凝土框架长柱在低周反复荷载作用下的延性性能,分析轴压比、配箍特征值和配箍形式对构件延性性能的影响.The main purpose of the paper is to study the capacity of ductility of high-strength concrete frame column under cyclic loading action, to discuss its capacity of ductility to analyse the effect of axial compression ratio, reinforcement properties of hoop and shape of hoop.

关 键 词：高强混凝土 框架柱 轴压比 配箍特征值 箍筋形式 延性 

分 类 号：TU317[建筑科学—结构工程]