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Multi-Dimensional Hybrid Design and Construction of Skyscraper Cluster -Innovative Engineering of Raffles City Chongqing-

  • Wang, Aaron J. (Project Design and Development Management, CapitaLand China Corporate)
  • Published : 2017.09.01

Abstract

Designed by star architect of Moshes Safdie, Raffles City Chongqing includes a total of 6 mega high-rise towers 250 to 380 m tall, a sky conservatory, a 5-storey high shopping mall and a 3-storey basement car parking. Located at the confluence of the Yangtze and Jailing Rivers, the site for the project is imbued with a significance that is immediately symbolic, both as a sign of Chongqing's important past and as a vivid indicator of the city's thriving present and future. The design for the project to be situated at this gateway takes as its governing idea the image of powerful sails upon the water. The outer facades of the project's eight towers - the transparent surfaces that will face the water to the north - are meant to recall a fleet of ancient Chinese ships, with their huge rectangles of white canvas filled by the wind. This is a $1.13million\;m^2$ mega scale integrated project of office, retail, hotel, service residence and high-end residence with the transportation hub and traffic circulation at various levels of the project. This paper presents the multi-dimensional hybrid design, engineering and construction of this mega scale project. The innovations and the cutting-edge technology used in this project are introduced and discussed benchmarking the design and construction of the skyscraper cluster in a major city like Chongqing of China.

Keywords

References

  1. ABAQUS (2014). User's Manual, Version 6.14., Hibbitt, Karlsson and Sorensen, Inc.
  2. American Institute of Steel Construction (2005). ANSI/AISC 360-05: Specification for Structural Steel Buildings, AISC.
  3. ASTM (2011). E2126-11: Standard Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Vertical Elements of the Lateral Force Resisting Systems for Buildings, ASTM.
  4. British Standards Institution (BSI) (2005). Eurocode 3: Design of Steel Structures, Part 1.8: Design of Joints, European Committee for Standardization.
  5. China Academy of Building Research (CABR) (1997). Specification of Test Methods for Earthquake Resistant Building, CABR.
  6. ETABS (2010). User's Manual, Computers and Structures, Inc.
  7. Lou, G. B. and Wang, A. J. (2015). "Studies into a high performance composite connection for high-rise buildings." Steel and Composite Structures, 19(4), pp. 789-809.
  8. The Ministry of Housing and Urban-Rural Development (MHURD) (2010). Code for Seismic Design of Buildings: GB50011-2010.
  9. The Ministry of Housing and Urban-Rural Development (MHURD) (2011). Technical Specification for Concrete Structures of Tall Buildings: JGJ3-2010.
  10. The Steel Construction Institute (SCI) and the British Constructional Steelwork Association Limited (BCSA) (2002).
  11. Joints in Steel Construction, the Steel Construction Institute. Wang, A. J. (2016). "The evolution of modern mega buildings in China - innovation and overall sustainability." ICE Proceedings of Civil Engineering, pp 113-120.
  12. Wang, A. J. (2015). "Re-engineering composite connections for a higher construction and cost Effectiveness." Proceedings of 11th International Conference on Advances in Steel and Concrete Composite Structures, pp. 538-543, Tsinghua University, Beijing, China.
  13. Wang, A. J. (2017) "Raffles City Hangzhou China - the engineering of a 'vertical city' of vibrant waves-." International Journal of High-rise Buildings, 6(1), pp. 33-47. https://doi.org/10.21022/IJHRB.2017.6.1.33