深圳加福广场大厦模型振动台试验  

A Model Shaking Table Test for Shenzhen Jiafu Plaza Building

作　　者：王翠坤[1] 郝锐坤[1] 孙慧中[1] 徐蓬春[1] 陈志强 施昌[1] 

机构地区：[1]中国建筑科学研究院建筑结构研究所,中国电子工程设计院深圳分院

出　　处：《建筑科学》1996年第3期15-21,14,共8页Building Science

摘　　要：深圳加福广场大厦５４层、高１８１．１ｍ，是底部六层为框支层的剪力墙结构，为了解其抗震性能，进行了模型（１：４０）振动台试验。试验结果说明，该大厦的框支部分梁、柱、墙采用型钢配筋等设计加强措施后，其位移及承载能力可满足抗震设计要求。A 54-story Shenzhen Jiafu Plaza Building with a total height of 181.1m is a shear wall structure with bottom braced frame of 6 stories.In order to understand the seismic characteristics,a shaking table test of 1/40 scale model has been carried out.The experimental results show that displacements and load-bearing capacity of the building can satisfy the requirements for seismic design when the strengthening measures of steel composite construction are employed for beam,column and shear wall in the braced frame stories of the building.

关 键 词：高层建筑 模型 振动台 结构 抗震 型钢配筋 

分 类 号：TU972[建筑科学—建筑设计及理论]