The Influence on Bundled Tube Structure of Super-High Building Caused by Changing-Rigidity of the Ground or the Foundation

Abstract:

With the rapid development of the subgrade or the foundation over recent years in China, there is a growing tendency for tall building to orient its directions to the more numbers of plies, much higher and more complex in plane layout. Moreover, some buildings adopt tube structure or bundled tube structure and so on to diversified development. The changing-rigidity of ground or foundation has obvious effects on superstructure when the buildings act on much higher and huge type. Therefore, in view of this, taking the bundled-tube structure of super high building for example in the paper, the method, equal the bundled tube structure of super high building and its foundation to stiffening-thin wall-combination, is adopted, then based on the three-dimensional model, the rigidity of subgrade and foundation’s effect on superstructure are given by calculation with semi-analysis. The calculated result indicated that there exist remarkable influence on sideway of the top end, the sideway between layers, the warp of the tube and the stresses between the subgrade and the bottom of the foundation.

• Periodical: Key Engineering Materials (Volumes 400-402)
• Pages: 347-353
• DOI: https://doi.org/10.4028/www.scientific.net/KEM.400-402.347
• Online since: October 2008
• Authors: Xiang Dong Xie, Li Hua Xu, Hao Ran Xu, Jian Min Zhou
• Keywords: Bundled-Tube Structure, Changing-Rigidity, Foundation, Ordinary Differential Equation Solver, Semi-Analytical Method (SAM), Subgrade, Super Tall Building

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