DEFORMATION MODELING ANALYSIS REFLECTING THE INFLUENCE OF FOUNDATION IN NEW CCTV HEADQUARTERS

Tian Guangyu; Guo Yanlin; Liu Xuewu

doi:10.13204/j.gyjz200709005

Volume 37 Issue 9

Dec. 2014

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Tian Guangyu, Guo Yanlin, Liu Xuewu. DEFORMATION MODELING ANALYSIS REFLECTING THE INFLUENCE OF FOUNDATION IN NEW CCTV HEADQUARTERS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 30-34,108. doi: 10.13204/j.gyjz200709005

Citation:

Tian Guangyu, Guo Yanlin, Liu Xuewu. DEFORMATION MODELING ANALYSIS REFLECTING THE INFLUENCE OF FOUNDATION IN NEW CCTV HEADQUARTERS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 30-34,108. doi: 10.13204/j.gyjz200709005

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DEFORMATION MODELING ANALYSIS REFLECTING THE INFLUENCE OF FOUNDATION IN NEW CCTV HEADQUARTERS

doi: 10.13204/j.gyjz200709005

1.
Department of Civil Engineering,Tsinghua University Beijing 100084

Received Date: 2007-05-29
Publish Date: 2007-09-20

Abstract

Abstract

For the new CCTV headquarters, the deformation produced due to not only the loading affection resulting from itsinclined towers and cantilevered structure system but also the foundation settlement must be estimated to determine itsconstruction and erection procedure. It is focused on the integrative modeling analysis which includes the influence offoundation settlement and the interaction of pile group. Besides, the deformations calculated from FE model and measuredfrom actual project are compared, which shows that this analysis method can simulate the actual condition quite well.
- integrative modeling method,
- pile foundation,
- settlement,
- interaction of pile group