Browse > Article
http://dx.doi.org/10.21022/IJHRB.2017.6.1.83

Foundation Differential Settlement Included Time-dependent Elevation Control for Super Tall Structures  

Zhao, Xin (Department of Structural Engineering, Tongji University)
Liu, Shehong (Tongji Architectural Design (Group) Co., Ltd.)
Publication Information
International Journal of High-Rise Buildings / v.6, no.1, 2017 , pp. 83-89 More about this Journal
Abstract
Due to the time-dependent properties of materials, structures, and loads, accurate time-dependent effects analysis and precise construction controls are very significant for rational analysis and design and saving project cost. Elevation control is an important part of the time-dependent construction control in supertall structures. Since supertall structures have numerous floors, heavy loads, long construction times, demanding processes, and are typically located in the soft coastal soil areas, both the time-dependent features of superstructure and settlement are very obvious. By using the time-dependent coupling effect analysis method, this paper compares Shanghai Tower's vertical deformation calculation and elevation control scheme, considering foundation differential settlement. The results show that the foundation differential settlement cannot be ignored in vertical deformation calculations and elevation control for supertall structures. The impact of foundation differential settlement for elevation compensation and pre-adjustment length can be divided into direct and indirect effects. Meanwhile, in the engineering practice of elevation control for supertall structures, it is recommended to adopt the multi-level elevation control method with relative elevation control and design elevation control, without considering the overall settlement in the construction process.
Keywords
Differential settlement; Elevation control; Vertical deformation; Time-dependent effects; Super tall structures;
Citations & Related Records
연도 인용수 순위
  • Reference
1 Fintel, M. (1984). "Effects of Column Creep and Shrinkage in Tall Structrues-Prediction of Inelastic Column Shortening." Journal of the American Concrete Institute, 66(12), 957-967.
2 Huang, X.X. (2009). The Research on Vertical Differential Shortening of Steel Frame-Reinforced Concrete Core Wall Structure When Considering Concrete Shrinkage and Creep. Hunan University Doctor of Engineering, Changsha, China.
3 Jiang, S.X. (2014). Fiber Model Based Time-dependent Effect Analysis and Design for Mega SRC Members of Super Tall Buildings. Tongji University Master of Engineering, Shanghai, China.
4 Park, H.S. (2003). "Optimal Compensation of Differential Column Shortening in High-rise Buildings." The Structural Design of Tall and Special Buildings, 12, 49-66.   DOI
5 Yan, C.Z. (2015). Moisture Distribution Induced Time Dependent Shrinkage and Creep Analysis and Monitoring for Mega SRC Members of Super Tall Buildings. Tongji University Master of Engineering, Shanghai, China.
6 Yu, B.Q. (2013). Coupling Effects of Time-dependent Actions for Super Tall Building Structures. Tongji University Master of Engineering, Shanghai, China.
7 Zhou, X.H., Huang, X.X. and Wang, Y.H., et al. (2006). "Influence of the Vertical Deformation Compensation of Core Wall Systems on the Characteristics of Steel Frame-Reinforced Concrete Structures." China Civil Engineering Journal, 39(4), 15-19.
8 Zhang, P.P. (2011). Time-varying Effect Analysis of Super Tall Composite Building. Tongji University Master of Engineering, Shanghai, China.