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.
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)
出处
《江西建材》
2019年第7期74-75,共2页
Jiangxi Building Materials
关键词
高层建筑
剪力墙
剪压比
High rise building
Shear-compression ratio
shear wall