钢筋混凝土剪力墙平面外偏心受压构件设计
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(1中联西北工程设计研究院，西安 710082；2中国建筑西北设计研究院有限公司，西安710018）[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。[关键词] 剪力墙结构; 平面外弯矩; 偏心受压构件中图分类号：TU375 文献标识码：A 文章编号：1002-848X(2013)S2-0565-03作者简介：王超，学士，高级工程师，一级注册结构工程师，Email：wangchaoxp@126.com。Design on out-of-plane eccentric compression member of reinforced concrete shear wall structureWang Chao1, Shen Licao 2(1 China United Northwest Institute for Engineering Design and Research, Xi’an 710082, China; 2 China Northwestern Architectural Design Research Institutes Company, Ltd. , Xi’an 710018, China)Abstract: This paper researched load-bearing performances of reinforced concrete shear wall structural member under out-of-plane eccentric compression and studied some practical engineering example of this structure. By analysis practical design and analysis method is obtained and distribution of internal force of this member is revealed.Keywords: shear wall structure; out-of-plane bending moment; eccentric compression member
