Journal Papers

Yuchen Song, Michael C.H. Yam and Junjie Wang (2023) “Enhanced progressive collapse resistance of bolted beam-to-column connections with ductile stainless steel components” Engineering Structures, Vol. 275, January, 115337. BBVW

Huanyang Zhang, Xuhong Zhou, Ke Ke, Michael C.H. Yam, Xiuzhang He and Hong Li (2023) “Self-centring hybrid-steel-frames employing energy dissipation sequences: Insights and inelastic seismic demand model” Journal of Building Engineering, Vol. 63, January, 105451. BBVW

Xiao M., Hu Y. F., Shen M.H., Chung K. F. and Nethercot D. A. (2022). Compression tests on stocky and slender columns of high strength S690 cold-formed square tubes. Engineering Structures, 273: 115012.

Liu H., Jiang H., Hu Y. F., Chan T. M. and Chung K. F. (2022). Structural behaviour of Q355 and Q460 press-braked rectangular hollow section stub columns. Journal of Constructional Steel Research, 197: 107497.

Pannuzzo P. and Chan T.M. (2022). Flexural behaviour of cold-formed steel square and rectangular hollow sections with moderate heat-treatment. Journal of Constructional Steel Research, 197: 107454.

Liu H., Jiang H., Hu Y.F, Chan T.M. and Chung K.F. (2022). Structural behaviour of Q355 and Q460 press-braked rectangular hollow section stub columns. Journal of Constructional Steel Research, 197: 107497.

Guo, J., and Chan, T.-M. (2022). “Characteristics of compressive stress around dowel joint in concrete pavement system”, International Journal of Pavement Engineering. DOI: 10.1080/10298436.2022.2115041.

Guo, J., and Chan, T.-M. (2022). “Experimental and numerical study on the structural performance of the stainless steel ring strengthened removable dowel bar connection system”, International Journal of Pavement Engineering. DOI: 10.1080/10298436.2022.2126977.

Guo, J., and Chan, T.-M. (2022). “Stainless steel ring strengthened removable dowel bar connection system: Effect of key parameters and design recommendations”, Structures, Vol. 44, 1767-1782.

Fang, H. and Chan, T.-M. (2022). “Behaviour and design of cold-formed normal- and high-strength steel SHS and RHS columns at elevated temperatures”, Thin-Walled Structures, Vol. 180, 109947.