References
- Ahmed, B. and Nethercot, D.A. (1996), "Effect of high shear on the moment capacity of composite cruciform endplate connections", J. Construct. Steel Res., 40(2), 129-163. https://doi.org/10.1016/S0143-974X(96)00045-4
- American Institute of Steel Construction (2005), ANSI/AISC 360-05: Specification for Structural Steel Buildings.
- ANSYS (2011), User's Manual Version 12.1, ANSYS.
- 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.
- British Standards Institution (BSI) (2004), Eurocode 4: Design of Composite Steel and Concrete Structures, Part 1.1: General Rules and Rules for Buildings, European Committee for Standardization.
- British Standards Institution (BSI) (2005), Eurocode 3: Design of Steel Structures, Part 1.8: Design of Joints, European Committee for Standardization.
- Brockenbrough, R.L. and Merritt, F.S. (2006), Structural Steel Designer's Handbook, American Institute of Steel Construction.
- Brown, N.D. and Anderson, D. (2001), "Structural properties of composite major axis end plate connections", J. Construct. Steel Res., 57(3), 327-349. https://doi.org/10.1016/S0143-974X(00)00034-1
- China Academy of Building Research (CABR) (1997), Specification of Test Methods for Earthquake Resistant Building, CABR.
- Davison, J.B., Lam, D. and Nethercot, D.A. (1990), "Semi-rigid action of composite joints", Struct. Eng., 68(24), 489-499.
- Fang, L.X., Chan, S.L. and Wong, Y.L. (2000), "Numerical analysis of composite frames with partial shear-stud interaction by one element per member", Eng. Struct., 22(10), 1285-1300. https://doi.org/10.1016/S0141-0296(99)00081-4
- Lawson, R.M. and Gibbons, C. (1995), Moment Connections in Composite Construction: Interim Guidance for End-plate Connections; The Steel Construction Institute.
- Li, T.Q., Nethercot, D.A. and Choo, B.S. (1996), "Behaviour of flush end-plate composite connections with unbalanced moment and variable shear/moment ratios. Part 1: Experimental behaviour", J. Construct. Steel Res., 38(2), 125-164. https://doi.org/10.1016/0143-974X(96)00015-6
- Nethercot, D.A. and Li, T.Q. (1995), "Design of semi-continuous composite frames", Proceedings of International Conference on Structural Stability and Design, Sydney, Australia, October-November, pp. 277-282.
- Queiroz, G., Mata, L.A.C. and Franco, J.R.Q. (2005), "Analysis of composite connections in unbraced frames subjected to wind and gravity load", J. Construct. Steel Res., 61(8), 1075-1093. https://doi.org/10.1016/j.jcsr.2005.02.002
- The Steel Construction Institute (SCI) & The British Constructional Steelwork Association Limited (BCSA) (2002), Joints in Steel Construction, the Steel Construction Institute.
- Vasdravellis, G., Valente, M. and Castiglioni, C.A. (2009a), "Behaviour of exterior partial-strength composite beam-to-column connections: Experimental study and numerical simulations", J. Construct. Steel Res., 65(1), 23-35. https://doi.org/10.1016/j.jcsr.2008.01.034
- Vasdravellis, G., Valente, M. and Castiglioni, C.A. (2009b), "Dynamic response of composite frames with different shear connection degree", J. Construct. Steel Res., 65(10-11), 2050-2061. https://doi.org/10.1016/j.jcsr.2009.05.001
- Wang, A.J. (2010), "A study on composite end-plate connections with flexible tensile reinforcements and shear connectors", Can. J. Civil Eng., 37(11), 1437-1450. https://doi.org/10.1139/L10-089
- Wang, A.J. (2011), "Studies on composite joints under gravity and lateral loads", Australian J. Struct. Eng., 12(1), 69-85.
- Wang, A.J. (2012), "A study on semi-continuous composite beams with realistic modelling of end-plate connections", Australian J. Struct. Eng., 13(3), 259-277.
- Xiao, Y., Choo, B.S. and Nethercot, D.A. (1994), "Composite connections in steel and concrete. Part 1: Experimental behaviour of composite beam-column connections", J. Construct. Steel Res., 31(1), 3-30. https://doi.org/10.1016/0143-974X(94)90021-3
Cited by
- The Evolution of Seismic Engineering and Design of Ultra Tall Buildings in China Innovations and Sustainability vol.5, pp.3, 2016, https://doi.org/10.21022/IJHRB.2016.5.3.221
- Evolution of modern mega-buildings in China: innovations and sustainability vol.169, pp.3, 2016, https://doi.org/10.1680/jcien.15.00063
- Studies on restoring force model of concrete filled steel tubular laced column to composite box-beam connections vol.22, pp.6, 2015, https://doi.org/10.12989/scs.2016.22.6.1217
- Raffles City in Hangzhou China -The Engineering of a 'Vertical City' of Vibrant Waves- vol.6, pp.1, 2015, https://doi.org/10.21022/ijhrb.2017.6.1.33
- Multi-Dimensional Hybrid Design and Construction of Skyscraper Cluster -Innovative Engineering of Raffles City Chongqing- vol.6, pp.3, 2017, https://doi.org/10.21022/ijhrb.2017.6.3.261