摘要
分析了短肢剪力墙结构的破坏机理及耗能方式,并与试验结果进行了对比,得出了短肢剪力墙结构具有破坏方式比较合理,抗震能力较好的结论。
The failure mechanism and the energy-absorbing capacity of short-pier shear wall structure are analyzed in this paper. Further more, the theoretical results are compared with experimental data. Consequently, it is obtained that the failure mode of short-pier shear wall structure is reasonable and the aseismatic capacity of this kind of structure is excellent.
出处
《工程抗震与加固改造》
2006年第5期60-62,共3页
Earthquake Resistant Engineering and Retrofitting
关键词
剪力墙
短肢剪力墙
耗能
shear wall
short-pier shear wall
energy-absorbing