摘要
采用较大高宽比的试件,对钢筋混凝土核心简进行了在较高轴压比条件下的水平低周反复加载试验,以明确其破坏模式、滞回性能、承载能力、延性、耗能能力、剪切滞后等方面的性能。
A large specimen of the reinforced concrete core wall with an aspect ratio of 2.68 was tested under lateral cyclic loading to investigate its seismic behavior.The test results,including the failure mode,hysteretic behavior, load-carrying capacity,ductility,energy dissipation ability,shear lag effect etc,are presented.
出处
《建筑结构》
CSCD
北大核心
2006年第S1期535-538,共4页
Building Structure
基金
北京市教委科技发展重点项目(KZ200410005003)
关键词
钢筋混凝土核心筒
反复荷载
抗震试验
reinforced concrete core wall
cyclic loading
seismic test
