Raffles City Chengdu is a large, new, mixed-used development in Chengdu, China's fourth biggest city. Known locally as ‘The Sliced Porosity Block', its complex, fragmented design was driven by a planning requirement for maximum penetration by sunlight. This paper describes the unique structural engineering challenges and solutions adopted for the 300 000 m2 development's five, irregularly shaped, 110 m tall towers, which feature a variety of cantilevered and sloping sections, large openings and link bridges. Extensive computer and physical modelling was done to evaluate seismic and wind resistance of the towers both during and after construction. The high-quality white concrete finish specified for the composite steel−concrete exoskeleton also required substantial care in designing and constructing the complex composite nodes, for which several mock-ups were built.
Article navigation
May 2015
Research Article|
May 01 2015
Raffles City Chengdu, China: achieving a sunlight-influenced design Available to Purchase
Aaron J. Wang, BEng, PhD, CEng, CPEng, FCIOB, MICE, AIStructE, MIEAust;
Aaron J. Wang, BEng, PhD, CEng, CPEng, FCIOB, MICE, AIStructE, MIEAust
Director, CapitaLand Management (China) Ltd, Shanghai, China
Search for other works by this author on:
Ye Hong, BEng, MSc, RSE1-PRC
Ye Hong, BEng, MSc, RSE1-PRC
Engineer, CapitaLand Management (China) Ltd, Shanghai, China
Search for other works by this author on:
Publisher: Emerald Publishing
Revision Received:
August 30 2014
Accepted:
January 22 2015
Online ISSN: 1751-7672
Print ISSN: 0965-089X
ICE Publishing: All rights reserved
2015
Proceedings of the Institution of Civil Engineers - Civil Engineering (2015) 168 (2): 81–88.
Article history
Revision Received:
August 30 2014
Accepted:
January 22 2015
Citation
Wang AJ, Hong Y (2015), "Raffles City Chengdu, China: achieving a sunlight-influenced design". Proceedings of the Institution of Civil Engineers - Civil Engineering, Vol. 168 No. 2 pp. 81–88, doi: https://doi.org/10.1680/cien.14.00062
Download citation file:
Suggested Reading
Iroko studs connecting limecrete slabs to glulam beams
Proceedings of the Institution of Civil Engineers - Structures and Buildings (April,2009)
Shear failure mechanism of composite concrete T-shaped beams
Proceedings of the Institution of Civil Engineers - Structures and Buildings (August,2015)
A practical macro-mechanical model for the bend capacity of fibre-reinforced polymer bars
Proceedings of the Institution of Civil Engineers - Structures and Buildings (July,2020)
Post-fire reliability analysis of concrete beams retrofitted with CFRPs: a new approach
Proceedings of the Institution of Civil Engineers - Structures and Buildings (October,2019)
Modelling bond between concrete and bonded and anchored carbon-fibre polymer strips
Proceedings of the Institution of Civil Engineers - Structures and Buildings (August,2018)
Related Chapters
FIELD TRIALS ON COVERCRETE MONITORING SENSORS: A TEMPERATURE CORRECTION PROTOCOL FOR CONDUCTIVITY MEASUREMENTS
Innovations and Developments In Concrete Materials And Construction: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 9–11 September 2002
INTERNATIONAL DEVELOPMENTS IN THE FIELD OF AGEING MANAGEMENT OF NUCLEAR POWER INFRASTRUCTURE
Role of Concrete in Nuclear Facilities
CRITERIA FOR AND PREDICTION OF LIMIT STATES OF DEGRADATION OF REINFORCED CONCRETE STRUCTURES
Role of Concrete in Nuclear Facilities
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
