摘要
通过对剪力墙平面外与梁连接处构件的受力分析和工程实际算例,明确了该构件的受力状态,加深了该构件的工程认识,得出了该构件的设计思路和实用方法,揭示了该构件的受力分布规律。
This paper researched on load-bearing performances of reinforced concrete shear wall structural member under out-of-plane eccentric compression and studied on some practical engineering example of this structure.Practical design and analysis method were obtained,and distribution of internal force of this member was revealed.
出处
《建筑结构》
CSCD
北大核心
2013年第S2期565-567,共3页
Building Structure
关键词
剪力墙结构
平面外弯矩
偏心受压构件
shear wall structure
out-of-plane bending moment
eccentric compression member