摘要
简要介绍深圳金晖大厦二级复杂洞式转换结构设计与抗震分析 ,包括层间地震剪力分布分析、竖向层剪切刚度变化分析、转换层上下结构侧向刚度复核。
This paper briefs the structure design and aseismic analysis of Jinhui Building in Shenzhen which contains two levels long span transfer structure. The analyses of storey seismic shear distribution and vertical variety of story shear stiffness, the check of lateral stiffness between the transfer floor and the adjacement floor and the assessing of elastic severe erathquake effects on this structure are presented.Finally,the detail of aseismic design are introduced.
出处
《建筑结构》
CSCD
北大核心
2004年第4期3-7,共5页
Building Structure
