钢筋混凝土带开孔梁框架抗震性能试验研究  

Experimental study on seismic behavior of reinforced concrete frame with openings

作　　者：吴炎海[1] 程浩德[1] 

机构地区：[1]福州大学土木建筑工程学院,福建福州350002

出　　处：《地震工程与工程振动》2004年第2期75-81,共7页Earthquake Engineering and Engineering Dynamics

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.

关 键 词：钢筋混凝土 框架结构 开孔梁 抗震性能 拟动力实验 

分 类 号：TU375.4[建筑科学—结构工程] P315.9[天文地球—地震学]