刘  畅  傅学怡  张  剑  顾  磊  （深圳大学建筑设计研究院  深圳 518060）

[提要]  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、弹性大震计算复核和结构模型振动台试验及结构抗震措施的进一步完善。
[关键词]  侧向刚度  简体框架  简体开洞剪力墙结构  大开间  二级转换  洞式转换

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.
Keywords:  lateral stiffness;  core sparse frame; shear wall structure; two levels transfer; long span transfer

    参  考  文  献
1．傅学怡．实用高层建筑结构设计．中国建筑工业出版社，1999．
2．深圳市金晖大厦结构模型模拟地震振动台试验报告．华南建设学院，2000