摘要
通过设计实例 ,提出在异形框架设计中梁的长度应考虑异形柱截面形心之间的长度及带刚域梁的问题 ,建议采用TBSA短肢剪力墙模式和TAT修正后的异形柱框架模式 ,结合设计取值 ,并采用适当的构造措施。
This artical puts forward the problems of the beam with length between centroids of columns and the beam with rigid end in special-shaped frame design by using a design example. The authors suggest that the model of TBSA—short shear wall and the model of TAT—R C special-shaped frame columns can be used. Considering numerical values in design, we should adopt suitable structure measures.
出处
《建筑结构》
CSCD
北大核心
2001年第11期21-23,共3页
Building Structure
关键词
异形框架
柱
短肢剪力墙
梁
带刚域梁
住宅
结构设计
R C special-shaped frame columns
short shear wall
centroid length
beam
rigid end
