高层建筑结构剪压比超限解决实例  

High-rise Building Structure Shear-pressure Ratio Exceed the Limit Solution Example

作　　者：马鑫 李玏 Ma Xin;Li Le(Sichuan Xinglande Architectural Design Co.,LTD.,Chengdu,Sichuan 610041;Sichuan Radio and TV University, Chengdu ,Sichuan 610021)

机构地区：[1]四川星蓝德建筑设计有限公司,四川成都610041 [2]四川广播电视大学,四川成都610021

出　　处：《江西建材》2019年第7期74-75,共2页Jiangxi Building Materials

摘　　要：针对结构设计中剪力墙剪压比超限的问题,以处理连梁剪压比超限的研究成果为基础,利用软件分析,进而逐步推出控制剪力墙剪压比措施。最后总结出解决剪力墙剪压比超限的办法,为广大结构设计人员在遇到类似问题时提供建议和参考。Aiming at the problem of shear-compression ratio exceeding limit in structural design,based on the research results of dealing with the exceeding limit of shear-compression ratio of connecting beams,software analysis is used to gradually put forward measures to control shear-compression ratio of shear walls.Finally,the paper summarizes the methods to solve the shear-compression ratio of shear wall exceeding the limit,and provides suggestions and references for structural designers when they encounter similar problems.

关 键 词：高层建筑 剪力墙 剪压比 

分 类 号：TU31[建筑科学—结构工程]