摘要
将由若干墙段构成的任意形状的剪力墙作为整体双向偏心受力构件计算配筋,钢筋布置考虑了边缘构件和各墙段竖向分布筋的要求,求出的配筋结果不仅合理、经济而且可在施工图绘制时直接取用。
An arbitrary shape shear wall consisting of several straight segments is taken as an integrated biaxial eccentricity loaded element to calculate reinforcement.The requirements for edge member steel and vertical distribution steel of each wall segment are considered during steel arrangement.The calculated reinforcement is rational and economic,and can be used directly in the construction drawings.
出处
《建筑结构》
CSCD
北大核心
2006年第S1期542-544,共3页
Building Structure
关键词
钢筋混凝土
剪力墙
承载力
边缘构件
配筋
reinforced concrete
shear wall
load-bearing capacity
edge member
reinforcement
