摘要
在足尺和模型墙板抗震性能试验基础上,研究了格构式复合墙板的破坏形态、抗震承载力计算公式,与试验结果对比,吻合较好,说明本文的建议是合理的。
On the basis of testing the seismic capacity of propotype panels and model panels,this paper focuses on the destructive form and the calculation formula of seismic bearing capacity of light lattied panel.The result of test fits well to the conclusion of the paper.This shows that the papers suggestions are acceplable and that can be applied to the calculation of seismic bearing capacity in similar archetectures.
出处
《陕西理工学院学报(自然科学版)》
1997年第2期85-88,共4页
Journal of Shananxi University of Technology:Natural Science Edition
关键词
格构式复合墙板
抗震承载力
Light lattied panel
Seismic bearing capacity