顾  磊    傅学怡
   （深圳大学建筑设计研究院 510680）

[提要]  深圳福建兴业银行大厦采用了新颖的搭接柱转换结构，为了验证搭接柱转换的可靠性和受力性能，设计过程中进行了1:5的搭接柱破坏试验。用SAP2000有限元软件对模型的受力变形进行分析，并针对工程采用的主动预应力设计施工，进行了设计分析研究。
[关键词]  搭接柱转换  主动预应力  有限元分析  模型试验

The new lapping column transfer structure was adopted in Fujian Industrial Bank( Shenzhen) Tower.A 1:5 scale model collapse test was carried out to investigated the reliability ancl behavior of lapping column transfer structure. This paper introduced the FEM analysis of the l:5 test model structure with SAP2000, including the internal force and deformation. The conclusion from FEM analysis was used to direct the model test and was also validated by the test. Based on the concept of active prestress, research on design and construction of active prestress was presented.
Keywords:  lapping column transfer structure; active prestress; FEM analysis; model test