摘要
在试验研究的基础上探讨了带竖缝混凝土剪力墙板在低周反复荷载作用下的工作性能和破坏特点,并提出实用设计方法,可作为国家行业标准《高层民用建筑钢结构技术规程》附录六的背景和说明材料.
The performance and features in failure of the RC shear wall panel with vertical slits under low-cycle loading were dicussed and a practical design method was proposed. This paper may be served as a commentary for regulations expressed in Technical Specification for steel structure of tall buildings.
出处
《建筑结构》
CSCD
北大核心
2000年第2期3-7,共5页
Building Structure