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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Ho, H. C. / Chung, K. F. / Xiao, T. Y. / Yam, M. C. H. / Nethercot, D. A. (2022): Non-linear necking behaviour of S275 to S960 structural steels under monotonic tension. In: Engineering Structures, v. 261 (June 2022).

    https://doi.org/10.1016/j.engstruct.2022.114263

  2. Ho, H. C. / Guo, Y. B. / Xiao, M. / Xiao, T. Y. / Jin, H. / Yam, M. C. H. / Chung, K. F. / Elghazouli, A. Y. (2021): Structural response of high strength S690 welded sections under cyclic loading conditions. In: Journal of Constructional Steel Research, v. 182 (July 2021).

    https://doi.org/10.1016/j.jcsr.2021.106696

  3. Ho, H. C. / Chung, K. F. (2006): Structural behavior of lapped cold-formed steel Z sections with generic bolted configurations. In: Thin-Walled Structures, v. 44, n. 4 (April 2006).

    https://doi.org/10.1016/j.tws.2006.03.012

  4. Lam, S. S. E. / Chung, K. F. / Wang, X. P. (2006): Load-carrying capacities of cold-formed steel cut stub columns with lipped C-section. In: Thin-Walled Structures, v. 44, n. 10 (October 2006).

    https://doi.org/10.1016/j.tws.2006.10.011

  5. Chung, K. F. / Yu, W. K. / Wang, A. J. (2005): Structural performance of cold-formed steel column bases with bolted moment connections. In: Steel and Composite Structures, v. 5, n. 4 (August 2005).

    https://doi.org/10.12989/scs.2005.5.4.289

  6. Yu, W. K. / Chung, K. F. (2004): Prediction on load carrying capacities of multi-storey door-type modular steel scaffolds. In: Steel and Composite Structures, v. 4, n. 6 (December 2004).

    https://doi.org/10.12989/scs.2004.4.6.471

  7. Ho, H. C. / Chung, K. F. / Liu, X. / Xiao, M. / Nethercot, D. A. (2019): Modelling tensile tests on high strength S690 steel materials undergoing large deformations. In: Engineering Structures, v. 192 (August 2019).

    https://doi.org/10.1016/j.engstruct.2019.04.057

  8. Chung, K. F. (1995): The state-of-the-art of section property calculation of structural members with arbitray shape. In: Journal of Constructional Steel Research, v. 32, n. 2 (January 1995).

    https://doi.org/10.1016/0143-974x(95)93169-5

  9. Chung, K. F. / St Quinton, D. (1996): Structural performance of modern roofs with thick over-purlin insulation—Experimental investigation. In: Journal of Constructional Steel Research, v. 40, n. 1 (October 1996).

    https://doi.org/10.1016/s0143-974x(96)00036-3

  10. Chung, K. F. / Shi, Y. J. (1998): Lateral torsional buckling of gusset plates in bolted moment connections among cold-formed steel members. In: Journal of Constructional Steel Research, v. 46, n. 1-3 (April 1998).

    https://doi.org/10.1016/s0143-974x(98)80018-7

  11. Chung, K. F. / Lawson, R. M. (2001): Simplified design of composite beams with large web openings to Eurocode 4. In: Journal of Constructional Steel Research, v. 57, n. 2 (February 2001).

    https://doi.org/10.1016/s0143-974x(00)00011-0

  12. Wong, M. F. / Chung, K. F. (2002): Structural behaviour of bolted moment connections in cold-formed steel beam-column sub-frames. In: Journal of Constructional Steel Research, v. 58, n. 2 (February 2002).

    https://doi.org/10.1016/s0143-974x(01)00044-x

  13. Liu, T. C. H. / Chung, K. F. (2003): Steel beams with large web openings of various shapes and sizes: finite element investigation. In: Journal of Constructional Steel Research, v. 59, n. 9 (September 2003).

    https://doi.org/10.1016/s0143-974x(03)00030-0

  14. Chung, K. F. / Liu, C. H. / Ko, A. C. H. (2003): Steel beams with large web openings of various shapes and sizes: an empirical design method using a generalised moment-shear interaction curve. In: Journal of Constructional Steel Research, v. 59, n. 9 (September 2003).

    https://doi.org/10.1016/s0143-974x(03)00029-4

  15. Quach, W. M. / Teng, J. G. / Chung, K. F. (2009): Residual stresses in press-braked stainless steel sections, I: Coiling and uncoiling of sheets. In: Journal of Constructional Steel Research, v. 65, n. 8-9 (August 2009).

    https://doi.org/10.1016/j.jcsr.2009.04.007

  16. Quach, W. M. / Teng, J. G. / Chung, K. F. (2009): Residual stresses in press-braked stainless steel sections, II: Press-braking operations. In: Journal of Constructional Steel Research, v. 65, n. 8-9 (August 2009).

    https://doi.org/10.1016/j.jcsr.2009.04.011

  17. Wei, Feng / Yam, Michael C. H. / Chung, K. F. / Grondin, Gilbert Y. (2010): Tests on block shear of coped beams with a welded end connection. In: Journal of Constructional Steel Research, v. 66, n. 11 (November 2010).

    https://doi.org/10.1016/j.jcsr.2010.05.010

  18. Yam, Michael C. H. / Chung, K. F. (2013): A numerical study of the strength and behaviour of reinforced coped beams. In: Journal of Constructional Steel Research, v. 80 (January 2013).

    https://doi.org/10.1016/j.jcsr.2012.07.032

  19. Fang, Cheng / Yam, Michael C. H. / Lam, Angus C. C. / Liu, Yunhao / Chung, K. F. (2017): Local web buckling of double-coped steel beam connections. In: Journal of Constructional Steel Research, v. 128 (January 2017).

    https://doi.org/10.1016/j.jcsr.2016.08.011

  20. Ke, Ke / Xiong, Y. H. / Yam, Michael C. H. / Lam, Angus C. C. / Chung, K. F. (2018): Shear lag effect on ultimate tensile capacity of high strength steel angles. In: Journal of Constructional Steel Research, v. 145 (June 2018).

    https://doi.org/10.1016/j.jcsr.2018.02.015

  21. Ke, Ke / Yam, Michael C. H. / Lam, Angus C. C. / Chung, K. F. (2018): Local web buckling of single-coped beam connections with slender web. In: Journal of Constructional Steel Research, v. 150 (November 2018).

    https://doi.org/10.1016/j.jcsr.2018.08.017

  22. Fang, Cheng / Yam, Michael C. H. / Ma, Hongwei / Chung, K. F. (2015): Tests on superelastic Ni–Ti SMA bars under cyclic tension and direct-shear: towards practical recentring connections. In: Materials and Structures, v. 48, n. 4 (April 2015).

    https://doi.org/10.1617/s11527-013-0212-4

  23. Chung, K. F. (2012): Recent Advances in Design of Steel and Composite Beams with Web Openings. In: Advances in Structural Engineering, v. 15, n. 9 (September 2012).

    https://doi.org/10.1260/1369-4332.15.9.1521

  24. Chung, K. F. (2005): Structural Performance of Cold-Formed Steel Structures with Bolted Connections. In: Advances in Structural Engineering, v. 8, n. 3 (July 2005).

    https://doi.org/10.1260/1369433054349132

  25. Quach, W. M. / Teng, J. G. / Chung, K. F. (2004): Residual stresses in steel sheets due to coiling and uncoiling: a closed-form analytical solution. In: Engineering Structures, v. 26, n. 9 (July 2004).

    https://doi.org/10.1016/j.engstruct.2004.04.005

  26. Chung, K. F. / Lawson, R. M. (2000): Structural performance of shear resisting connections between cold-formed steel sections using web cleats of cold-formed steel strip. In: Engineering Structures, v. 22, n. 10 (October 2000).

    https://doi.org/10.1016/s0141-0296(99)00083-8

  27. Yu, W. K. / Chung, K. F. / Chan, S. L. (2004): Structural instability of multi-storey door-type modular steel scaffolds. In: Engineering Structures, v. 26, n. 7 (June 2004).

    https://doi.org/10.1016/j.engstruct.2004.02.006

  28. Quach, W. M. / Teng, J. G. / Chung, K. F. (2008): Three-Stage Full-Range Stress-Strain Model for Stainless Steels. In: Journal of Structural Engineering (ASCE), v. 134, n. 9 (September 2008).

    https://doi.org/10.1061/(asce)0733-9445(2008)134:9(1518)

  29. Shen, M. H. / Chung, K. F. (2017): Structural Behaviour of Stud Shear Connections with Solid and Composite Slabs Under Co-Existing Shear and Tension Forces. In: Structures, v. 9 (February 2017).

    https://doi.org/10.1016/j.istruc.2016.09.011

  30. Chung, K. F. / Yu, W. K. (2002): Mechanical properties of structural bamboo for bamboo scaffoldings. In: Engineering Structures, v. 24, n. 4 (April 2002).

    https://doi.org/10.1016/s0141-0296(01)00110-9

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