摘要
本文综合国内底部框墙结构几个试验结果来讨论这种结构的抗震性能 。
In this paper ,the seismic behavior of structures with frame?shear wall in the bottom story is discussed by synthesizing several domestic testing results of this type of structure.Combining with the engineering practice,problems needing attention are suggested for the design of structures with frame?shear wall in the bottom stories.
出处
《工程抗震》
2001年第4期32-34,共3页
Earthquake Resistant Engineering
关键词
底部框墙结构
抗震性能
抗震设计
Structures with frame-shear wall in the bottom stories
seismic behavior
earthquake-resistant design
