摘要
高位转换对抗震是不利的 ,应尽量避免。但一旦建筑方案经再三讨论已无法更改的情况下 ,采用斜柱转换 ,适当加强转换层的楼盖结构 ,不失为一种选择方案。着重介绍了斜柱在深圳 2 0 0 0大厦高位转换中的应用、斜柱转换采用TBSA( 5 0版 )
This paper elaborates the inclined columns which were used in the transforming structure in high level of Shenzhen 2000 building (Overseas Chinese Town). Transforming structure in high level storey is not beneficial for aseismic,but when architecture scheme cannot be changed,using inclined columns transforming structure and strengthening the floor structure of transforming level may be the better solution of structural scheme.TBSA(5.0) and SATWE two different calculation procedure are used,and the analysis of the calculating results,the design and constrution of the joints are introduced.
出处
《建筑结构》
CSCD
北大核心
2002年第8期15-19,共5页
Building Structure
关键词
深圳2000大厦
高位转换
斜柱转换
节点设计
施工
inclined column
transforming structure
relevant calculating results
design
construction
joints
