摘要
应用OpenSees软件对采用新型砌块-烧结页岩空心砌块的填充墙RC框架结构的水平力-位移滞回行为进行了数值模拟。模型采用两对斜向受压支撑来模拟填充墙,最后的模拟结果与试验结果吻合较好。
The numerical model of reinforced concrete frame building with infills is established by using OpenSees software. The infills are simulated using two opposing pairs of diagonal compression-only struts. The simulation results are in good agreement with the experimental results.
作者
张永兵
卢丹豪
代柏乐
Zhang Yongbing;Lu Danhao;Dai Baile(Guangxi University,Nanning 530004,China)
出处
《山西建筑》
2019年第12期42-43,共2页
Shanxi Architecture
基金
国家自然科学基金项目(51568005)
广西自然科学基金项目(2013GXNSFBA019236)
关键词
填充墙RC框架结构
数值模拟
OPENSEES
reinforced concrete frame building with infills
numerical simulation
OpenSees
