- 摘 要
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(上海诚建建筑规划设计有限公司, 上海 200081)
【摘要】 根据某医院实际工程实例,介绍了8度抗震设防烈度区框架剪力墙的计算,并介绍了对于抗剪超限的连梁,采用刚度折减、双连梁,加大连梁宽度等结构处理方案,以满足结构设计要求。
【关键词】 框架剪力墙; 双连梁; 延性
中图分类号:TU318 文献标识码:A 文章编号:1002-848X()
作者简介:卢文生,博士,一级注册结构工程师,Email:cjsj@163.vip.com。
Study of the Frame-Shear Wall Structural Design under High -level Earthquake
Lu Wensheng
(Shanghai Co-joint Design Group, Shanghai 200081, China)
Abstract: The structural design of the Frame-shear wall structure under high-level earthquake was concerned based on one hospital structural design. Several methods, such as reducing stiffness the coupling beams, adopting the dual coupling beams and increasing the width of the coupling beams, were used to control the maximum shear force of the coupling beams. And the calculation results of the hospital are analyzed and compared in this paper.
Keywords: frame-shear wall structure; dual coupling beams; ductility
参 考 文 献
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