摘要
通过对两层圆钢管混凝土组合框架模型的拟动力地震反应试验 ,研究这类新型结构体系在地震荷载作用下的动力反应和受力性能 .试验表明 。
Based on the pseudodynamic earthquake response testing of a model of concrete filled circular steel tubular composite frame with two storeys, the dynamic response and the strained behaviour of the new structural system under earthquake action are studied. The experimental results show that concrete filled steel tubular composite frame structure has a good seismic behaviour.
出处
《福州大学学报（自然科学版）》
CAS
CSCD
2000年第6期72-76,共5页
Journal of Fuzhou University(Natural Science Edition)
基金
福州大学科技发展基金!(XKJQD0 0 - 1 3)的资助
关键词
钢管混凝土
组合框架
拟动力试验
抗震性能
concrete filled steel tubular
composite frame
pseudodynamic test
seismic behaviour
