摘要
本文讨论了在２０层以下的高层建筑用框—桁架结构体系替代框桁架剪力墙结构体系的方案。通过对钢筋混凝土框—桁架结构体系的理论分析和抗震试验研究，表明用框—桁架结构代替框架—剪力墙结构是可行的，框—桁架结构具有良好的抗震性。
In the paper, a new style of structure named as reinforced concrete frame-truss structure system is introduced to replace the frame-shear wall structure system about 20 floors. According to a large amount of the theoretical analysis and the experiment on the frame-truss structure system,it is possible to replace the shear wall of the frame-shear wall structrue by the truss. The frame-truss stuctrue system has someway better property to anti-seismic.
出处
《华北水利水电学院学报》
1996年第2期92-96,共5页
North China Institute of Water Conservancy and Hydroelectric Power
关键词
框-桁架结构
试验
钢筋混凝土结构
抗震
Frame-truss structure\ Quasi-dynamic test\ Frame-shear wall structure
