期刊论文

Liu J.Z., Chen S. and Chan T.M. (2022). Testing, numerical modelling and design of Q690 high-strength steel welded T-section stub columns, Engineering Structures, 259: 114142.

Ke K., Zhou X.H., Zhang H., Yam M.C.H., Guo L. and Chen Y. (2022). Performance-based-plastic-design of damage-control steel MRFs equipped with self-centring energy dissipation bays. Journal of Constructional Steel Research, 192:107230.

Ke K., Zhou X.H., Zhu M., Yam M.C.H., Wang Y. and Zhang H. (2022). Seismic evaluation of industrial steel moment resisting frames with shape memory alloys using performance-spectra-based method. Journal of Building Engineering, 48:103950.

Wang X. D., Shen M. H., Chung K. F., Zhou X. H., and Liao Y. (2022). Experimental investigation into high strength bolted shear connections for simple on-site assembly of composite beams. Engineering Structures, 257: 113980.

Liu J.Z., Fang H. and Chan T.M. (2022). Experimental investigation on material properties and residual stresses in cold-formed high strength steel irregular octagonal hollow sections, Journal of Constructional Steel Research, 191: 107170.

Liu J.Z., Chen S., Fang H. and Chan T.M. (2022). Material properties and residual stresses of high strength steel hexagonal hollow sections, Journal of Constructional Steel Research, 190: 107061.

Chen S., Fang H., Liu J.Z. and Chan T.M. (2022). Design for local buckling behaviour of welded high strength steel I-sections under bending. Thin-Walled Structures, 172: 108792.

Xiao M., Hu Y. F., Jin H., Chung K. F. and Nethercot D. A. (2022). Prediction of residual stresses in high-strength S690 cold-formed square hollow sections using integrated numerical simulations. Engineering Structures, 253: 113682.

Hu Y. F., Chung K. F., Ban H., and Nethercot D. A. (2022). Structural testing and numerical modelling of T-joints between cold-formed S690 circular hollow sections under brace in-plane bending. Engineering Structures, 250: 113317.

Lin X.M., Yam M.C., Chung K. F., Ke K., and He Q. (2021). Experimental and numerical study on net section resistance of high strength steel staggered bolted connections. Engineering Structures, 247: 113111.