- 摘 要
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(深圳市力鹏工程结构技术有限公司, 深圳 518034)
[摘要]从分析结构周期与顶点位移、层间位移角的关系出发,论证了控制结构最大层间位移角实际上就隐含控制了相应结构的平动周期值,确定了高层建筑的最大层间位移角限值就没有必要再另行控制结构的平动周期。论述了结构抗扭设计的三个核心问题,分析了单一控制扭转周期比存在的问题。
[关键词]高层建筑; 平动周期; 顶点位移; 层间位移角; 扭转周期; 扭转周期比
中图分类号:TU318.1 文献标识码:A 文章编号:1002-848X(2014)06-0001-03
Control of translation period and torsional period ratio of high-rise building
Wei Lian, Wang Sen, Wei Chengji
(Shenzhen Li Peng Structural Engineering Technology Co., Ltd., Shenzhen 518034, China)
Abstract: Based on analysis of the relationship between structure period, top displacement and story drift, it was testifies that controlling the maximum story drift actually control the translational basic period value of the structure implicitly. So it is not necessary to control the translational basic period value of the structure if the maximum story drift limit value of the high-rise building is certain. Three key problems on torsional design of the structure were also discussed and some questions in controlling simply torsional period ratio were analyzed.
Keywords: high-rise building; translational period; top displacement; story drift; torsional period; torsional period ratio
作者简介:魏琏,研究员,Email:wl2002111@163.com。
参考文献
[1]JGJ 3—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,2011.
[2]魏琏.高层建筑结构位移控制研讨[J].建筑结构,2000,30(6):27-30.
[3]魏琏,王森.扭转不规则建筑竖向构件考虑扭矩影响的抗震验算方法[J].建筑结构,2006,36(7):8-10,20.