摘要
提出在多层砌体房屋结构体系中，沿房屋高度设置一定数量的钢筋混凝土剪力墙的新型结构体系．剪力墙可以提高砌体房屋的抗侧力强度和延性，拓宽了砌体房屋在抗震区的应用范围．通过理论推导，给出了该种结构体系抗震验算的参考公式，并提出了相应的设计建议．分析结果表明，与普通砌体房屋相比较。
A new structure system-setting up some R.C.shear walls along the height of the multi-story building is proposed.The shear walls can enhance the building's lateral resistant strength and ductility and broaden the application scope of masonry building in seismic region.Through the theory analyzed,some design suggestions are provided.The result of the design instant demonstrates that the masonry building with R.C.shear walls has better anti-earthquake behavior and anti-deformation capability.
出处
《郑州工业大学学报》
1999年第3期50-53,共4页
Journal of Zhengzhou University of Technology
基金
河南省科技攻关项目
关键词
地震荷载
多层砌体房屋
钢筋混凝土
剪力墙
horizontal earthquake load
horizontal earthquake shear
multiple-story masonry building
reinforced concrete shear wall
