摘要
根据混凝土剪力墙抗震设计中连梁截面抗剪不足的情况,依据《高层建筑混凝土结构技术规程》(JGJ3—2002)对连梁的相关规定进行推导,提出了连梁箍筋、纵筋的简化的配筋计算公式,据此制成表格,方便使用。并给了具体的算例。
According to the situation that the shear strength of the beam section is not enough in concrete shear wall in the aseismic design, based on the code of technical specification for concrete structures of tall building, the simplified formulas of reinforcing bars for spandrel are presented, and are made into a table to use easily. A specific example is also given.
出处
《建筑结构》
CSCD
北大核心
2006年第7期51-52,56,共3页
Building Structure
关键词
连梁
抗震设计
抗剪截面
承载能力极限状态
配筋计算
spandrel
aseismic design
shear section
bearing ultimate state
reinforcing bars
shear wall
structure
