Journal Papers

Huang L., Cheng Y. M., Leung Y. F. and Li L. (2019). Influence of rotated anisotropy on slope reliability evaluation using conditional random field. Computers and Geotechnics, 115: 103133.

Zhu J.Y. and Chan T.M. (2019). Experimental investigation on steel-tube-confined-concrete stub column with different cross-section shapes under uniaxial-compression, Journal of Constructional Steel Research, 162: 105729.

Fang H. and Chan T.M. (2019). Buckling resistance of welded high-strength-steel box-section members under combined compression and bending, Journal of Constructional Steel Research, 162: 105711.

Yang Y., Chan A. P. C., Darko A., Gao R. and Zahoor H. (2019). Factors affecting structural steelwork adoption from a project lifecycle perspective: The case of Hong Kong. Journal of Cleaner Production, 230: 634-646.

Lo M.K. and Leung Y.F. (2019). Bayesian updating of subsurface spatial variability for improved prediction of braced excavation response. Canadian Geotechnical Journal, 56(8): 1169-1183.

Ho H. C., Chung K.F., Liu X., Xiao M. and Nethercot D.A. (2019). Modelling tensile tests on high strength S690 steel materials undergoing large deformations. Engineering Structures, 192: 305-322.

Ke K., Wei W., Yam M.C.H. and Deng L. (2019). Residual displacement ratio demand of oscillators representing HSSF-EDBs subjected to near-fault earthquake ground motions. Engineering Structures, 191: 598–610.

Liu X., Chung K. F., Huang M.X., Wang G.D. and Nethercot D.A. (2019). Thermomechanical parametric studies on residual stresses in S355 and S690 welded H-sections. Journal of Constructional Steel Research, 160: 387-401.

Lan X., Chen J., Chan T.M. and Young B. (2019). The continuous strength method for the design of high strength steel tubular sections in bending. Journal of Constructional Steel Research, 160: 499-509.

Zhao X., Wen F., Chan T.M. and Cao S. (2019). Theoretical stress-strain model for concrete in steel reinforced concrete columns, ASCE Journal of Structural Engineering, 145(4), 04019009-1:19.