Journal Papers

He Q., Yam M.C.H, Xie Z., Ho H. C. and Chung K. F. (2022). Experimental and modelling study of cyclic plasticity of high strength steel Q690. Journal of Constructional Steel Research, 196: 107433.

Lin X. M., Yam M.C.H, Ke K., He Q. and Chung K. F. (2022). Investigation of block shear strength of high strength steel bolted connections. Journal of Constructional Steel Research, 196: 107407.

Debnath P.P. and Chan T.M. (2022a). Experimental performance of single blind-bolted CFST column connection under predominant shear loading. Journal of Constructional Steel Research, 196: 107386.

Debnath P.P. and Chan T.M. (2022b). Experimental evaluation and component model for single anchored blind-bolted concrete filled tube connections under direct tension. Journal of Constructional Steel Research, 196: 107391.

He Q., Yam M.C.H, Xie Z., Lin X. M. and Chung K. F. (2022). A numerical framework of the phenomenological plasticity and fracture model for structural steels under monotonic loading. Steel and Composite Structures, 44(4): 573-588.

Zhang P., Yam M.C.H., Ke K., Zhou X.H. and Chen Y. (2022). Steel moment resisting frames with energy-dissipation rocking columns under near-fault earthquakes: Probabilistic performance-based-plastic-design for the ultimate stage. Journal of Building Engineering, 54:104625.

Zhao P., Ban H., Hu Y. F., Chung K. F. and Shi, Y. (2022). Residual stress within stainless-clad bimetallic steel welded box sections. Thin-Walled Structures, 177: 109395.

Hu, Y. F., Xiao, M., Chung, K. F., Ban, H., & Nethercot, D. A. (2022). Experimental investigation into high strength S690 cold-formed circular hollow sections under compression. Journal of Constructional Steel Research, 194: 107306.

Liu J.Z., Fang H. and Chan T.M. (2022). Investigations on material properties and residual stresses in cold-formed high strength steel irregular hexagonal hollow sections, Thin-Walled Structures, 176: 109220.

Li Y.W., Yam M.C.H., Zhang P., Ke K. and Wang Y. (2022). Development of self-centering energy-dissipative rocking columns equipped with SMA tension braces. Structural Engineering and Mechanics, 82(5):611-628.