摘要
进行了两个模型的拟静力试验,一个为纯框架模型,一个为填充抗震墙加固框架模型。通过两个模型的破坏形态、承载力、滞回曲线、耗能能力的对比,验证了填充抗震墙加固框架结构技术的有效性,为今后我国相关标准、规范的修订提供了试验依据。
Two quasi-static tests of two models were carried out, one of which was pure frame structure while the other one was frame structure strengthened by filling seismic shear wall. Through the comparisons of the failure characteristics, bearing capacity, hysteretic curve and energy dissipation of two models, the effectiveness of new strengthening method was verified and experimental basis was provided for the revision of Chinese relevant codes.
出处
《建筑结构》
CSCD
北大核心
2014年第11期25-30,共6页
Building Structure
基金
住房和城乡建设部研究开发项目(2012-k2-30)
科技支疆项目(201291112)
关键词
框架结构
填充抗震墙
拟静力试验
承载力
延性
耗能
frame structure
filling seismic shear wall
quasi-static test
bearing capacity
ductility
energy dissipation
