摘要
从结构的整体失效和局部失效两方面研究了钢筋混凝土薄钢板剪力墙，在侧向力作用下的极限荷载计算问题，导出了其相应的计算公式。与现有的国外有关实验结果进行了比较，复合较好。
The ultimate strength of shear wall composed of thin steel plate and reinfouccd concrete frame under lateral force was studied.In the study,the local instability and whole instability problems of the composite shear wall were considered.The formula for the calculation of the ultimate strength of the composite shear wall is derived.The calculating results agree with the results of experiments obtained from literature.
出处
《河北理工学院学报》
1996年第3期76-80,共5页
Journal of Hebei Institute of Technology
基金
河北省自然科学基金
关键词
剪力墙
极限功
钢筋混凝土
抗震性能
薄钢板
Shear wall Whole instability local instability Ultimate strength
