摘要
我国新的结构设计规范对连梁的纵向钢筋构造配筋没有明确规定 ,从连梁受剪截面控制条件出发 ,对这一问题进行了讨论 ,提出了设计建议 。
There is no specification about minimal ratio of longitudinal tensile reinforcement of coupling beam in shearwall structure in the newly revised structural design codes.According to the shear force limitation requirement of the section of the beam,the problem is discussed.Some suggestions that could be used in engineering design are presented.
出处
《建筑结构》
CSCD
北大核心
2004年第1期43-44,55,共3页
Building Structure
关键词
剪力墙结构
连梁
跨高比
纵向钢筋配筋率
结构设计
shearwall structure
coupling beam
span depth ratio
ratio of longitudinal reinforcement
