Journal Papers

Zhang S., Rong X., Bakhtawar B., Tariq S., and Zayed T. (2020). Assessment of feasibility, challenges and critical success factors of MiC Projects in Hong Kong, ASCE Journal of Architectural Engineering, 27(1): 04020047. DOI: 10.1061.(ASCE)AE.1943-5568. 0000452.

Hussein M. and Zayed, T. (2020). Crane operations and planning in modular integrated construction: Mixed review of literature’, Automation in Construction, 122: 103466. doi: 10.1016/j.autcon.2020.103466.

Xu Z., Zayed T. and Niu Y. (2020). Comparative analysis of modular construction practices in mainland China, Hong Kong and Singapore, Journal of Cleaner Production, 245: 118861. DOI: 10.1016/j.jclepro.2019.118861.

Chung K.F., Ho H.C., Hu Y.F., Wang K., Liu X., Xiao M. and Nethercot D.A. (2020). Experimental evidence on structural adequacy of high strength S60 steel welded joints with different heat input energy. Engineering Structures, 204:110051.

Cai Y.M., Zheng H.B., Hu X., Lu J.X., Poon C.S. and Li W.H. (2020). Comparative studies on passivation and corrosion behaviors of two types of steel bars in simulated concrete pore solution. Construction and Building Materials, 266: 120971.

Anwar G., Dong Y., and Zhai C. H. (2020). Performance-based probabilistic framework for seismic risk, resilience, and sustainability assessment of non-ductile RC structures, Advances in Structural Engineering, 23(7): 1454-1472. DOI: 10.1177/1369433219895363.

Lan X., Chan T.M. and Young B. (2019). Structural behaviour and design of high strength steel RHS X-joints, Engineering Structures, 200: 109494.

Fang H., Chan T.M. and Young B. (2019). Behavior of octagonal high-strength steel tubular stub columns, ASCE Journal of Structural Engineering, 145(12): 04019150-1:11.

Ma J.L., Chan T.M. and Young B. (2019). Cold-formed high-strength steel rectangular and square hollow sections under combined compression and bending, ASCE Journal of Structural Engineering, 145(12): 04019154:9.

Chen J. and Chan T.M. (2019). Experimental assessment of the flexural behaviour of concrete-filled steel tubular beams with octagonal sections, Engineering Structures, 199: 109604.