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.
引文
[1]JGJ3-2010,高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2010.
[2]GB5010-2010混凝土结构设计规范[S].北京:中国建筑工业出版社,2010.
[3]吴享.连梁在抗震设计中剪压比超限问题的探讨[J].企业技术开发,2012(10).
[4]于乐.剪力墙结构连梁刚度折减系数研究[D].重庆:重庆大学.2013.
[5]丁永君,付春兵.关于剪力墙连梁中若干问题的探讨[J].建筑结构,2013(05).