摘要
针对框支剪力墙结构的转换层,重点介绍了几种转换层刚度比的控制因素,在有效控制结构整体受力性能的基础上,通过结合惠州一工程实例研究转换层刚度比的控制要素。
In view of the development of frame-supported shear wall structure, emphatically point out the chief factors of transfer floor＇s ratio of rigidity, based on the effectively control of whole structure＇s strength performance, throughing a project of Huizhou to research the control fators of transfer floor＇s ratio of rigidity.
出处
《国外建材科技》
2008年第4期129-131,共3页
Science and Technology of Overseas Building Materials
关键词
转换层
刚度
剪切
剪弯
transfer floor
rigidity
shear
shear bend
