摘要
本文通过两榀单层单跨带开孔梁框架的拟动力试验,对试件的破坏形态、动力反应、滞回曲线、耗能能力、刚度退化等抗震性能进行研究,最后对钢筋混凝土带开孔梁框架结构的抗震性能作出了评论。
The pseudo-dynamic test of two single-bay and single story RC frames with opening beam was carried out to research failure pattern, dynamic response, hysteresis curves, energy dissipation and rigidity degeneration of RC frame with opening beam. The seismic behavior of reinforced concrete frame with openings is reviewed.
出处
《地震工程与工程振动》
CSCD
北大核心
2004年第2期75-81,共7页
Earthquake Engineering and Engineering Dynamics
关键词
钢筋混凝土
框架结构
开孔梁
抗震性能
拟动力实验
reinforced concrete frame
beam with openings
seismic behavior
pseudo-dynamic test
