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高强混凝土框架柱抗震性能试验研究
引用本文:李瑞锋,姚会欣. 高强混凝土框架柱抗震性能试验研究[J]. 四川建筑科学研究, 2009, 35(4)
作者姓名:李瑞锋  姚会欣
作者单位:河南职业技术学院,河南,郑州,450046
摘    要:主要研究了高强混凝土框架长柱在低周反复荷载作用下的抗震性能,讨论滞回阻尼和等效粘滞阻尼系数,分析轴压比、配箍特征值和配箍形式对构件抗震性能的影响.

关 键 词:高强混凝土  框架柱  轴压比  配箍特征值  箍筋形式  滞回阻尼  等效粘滞阻尼系数

The study of capacity of energy consumption for high-strength concrete frame column
LI Ruifeng,YAO Huixin. The study of capacity of energy consumption for high-strength concrete frame column[J]. Building Science Research of Sichuan, 2009, 35(4)
Authors:LI Ruifeng  YAO Huixin
Affiliation:LI Ruifeng,YAO Huixin(Henan Vocation , Technology Institute,Zhengzhou 450046,China)
Abstract:The main purpose of the paper is to study the capacity of energy consumption of high-strength concrete frame column under cyclic loading action,to discuss its hysteretic damping and equivelant visoous damoing coefficent and to analyse the effect of axial compression ratio,freinforcement properties of hoop and shape of hoop.
Keywords:high-strength comcrete  rame column  axial compression ratio  reinforcement properties of hoop  shape of hoop  hysteretic damping  equivelant viscous damping coefficient  
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