1 |
American Institute of Steel Construction (2005). ANSI/AISC 360-05: Specification for Structural Steel Buildings, AISC.
|
2 |
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.
|
3 |
British Standards Institution (BSI) (2005). Eurocode 3: Design of Steel Structures, Part 1.8: Design of Joints, European Committee for Standardization.
|
4 |
China Academy of Building Research (CABR) (1997). Specification of Test Methods for Earthquake Resistant Building, CABR.
|
5 |
ETABS (2010). User's Manual, Computers and Structures, Inc.
|
6 |
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.
|
7 |
The Ministry of Housing and Urban-Rural Development (MHURD) (2010). Code for Seismic Design of Buildings: GB50011-2010.
|
8 |
The Ministry of Housing and Urban-Rural Development (MHURD) (2011). Technical Specification for Concrete Structures of Tall Buildings: JGJ3-2010.
|
9 |
The Steel Construction Institute (SCI) and the British Constructional Steelwork Association Limited (BCSA) (2002).
|
10 |
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.
|
11 |
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.
|
12 |
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.
DOI
|
13 |
ABAQUS (2014). User's Manual, Version 6.14., Hibbitt, Karlsson and Sorensen, Inc.
|