摘要
当高层结构地下室挡土墙与结构竖向剪力墙重合时,经过计算分析对比后发现,在实际工程设计中挡土墙与剪力墙的配筋存在不合理的情况。针对这种不合理的情况,给出了应采取的措施。
The brief analysis when high-level structure basement retaining wall and structural vertical shear wall coincide.The reinforcing bars exist irrationality instance on the design of retaining wall and structural vertical shear wall after calculation analysis and contrast in actual projects.Some measures were given for the irrationality instance.
出处
《建筑结构》
CSCD
北大核心
2012年第S1期818-821,共4页
Building Structure
关键词
底部加强区
挡土墙
构造配筋
bottom of reinforce section
retaining wall
conformation reinforcing bars