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《Industrial Construction》 2007-09
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ANALYSIS METHOD OF PRE-SET CONSTRUCTION DEFORMATION VALUES FOR THE NEW CCTV HEADQUARTERS

Guo Yanlin Liu Xuewu Liu Luyu Zhang Qinglin(Department of Civil Engineering,Tsinghua University Beijing 100084)  
The new CCTV headquarters consists of two towers leaning 6° off vertical in both directions,a tremendous 14-story-high cantilever joining two leaning towers at the top and a 9-story-high podium at the bottom.Due to the continuously added gravity and additional bending moment conducted during the construction process,the variation of the structural deformation is very complicated.During the construction process of the structure,it may lead to a considerable deviation between the structural construction-completed configuration and the structural design configuration without taking the pre-set deformation value(PDV) for the structural members.It will be presented a computational method to determine PDVs for these inclined high-rise structures,i.e.stepped comprehensive iteration method.This analysis method has been conducted and directly applied in the determination of PDVs of structural members of the new CCTV headquarters.Lots of numerical results have been obtained and used as guidelines for the erection and construction of the new CCTV headquarters.
【CateGory Index】: TU391;TU74
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