摘要
本文通过试验研究,发现框架带轻钢龙骨纸面石膏板体系具有优越的抗震性能,具有较大的变形能力,而且框架与石膏板两者的变形十分协调。在试验研究基础上,对这种新型建筑体系的抗震可靠性进行了分析。
We report the test results of frame building with gypsum partition board in this paper. Through the test, we find that this System has excellent property of Seismic resistance, large deformation ability and harmonic deformation between frame and partitions. Based on test results, we propose a method for analyzing the reliability of this new kind of building system subjected to earthquake.
出处
《地震工程与工程振动》
CSCD
北大核心
1990年第1期89-98,共10页
Earthquake Engineering and Engineering Dynamics
