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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Pannuzzo, Paola / Chen, Shuxian / Chan, Tak-Ming (2024): Experimental investigation on cold-formed steel hollow sections with moderate heat treatment under combined compression and cyclic lateral loads. In: Journal of Constructional Steel Research, v. 216 (May 2024).

    https://doi.org/10.1016/j.jcsr.2024.108609

  2. Chen, Shuxian / Liu, Jun-zhi / Chan, Tak-Ming (2023): Material properties and residual stresses of welded high strength steel and hybrid I-sections. In: Engineering Structures, v. 276 (February 2023).

    https://doi.org/10.1016/j.engstruct.2022.115293

  3. Liu, Jun-zhi / Chen, Shuxian / Chan, Tak-Ming (2023): Hybrid welded T-section stub columns with Q690 flange and Q355 web: Testing, modelling and design. In: Engineering Structures, v. 274 (January 2023).

    https://doi.org/10.1016/j.engstruct.2022.115142

  4. Liu, Jun-zhi / Chen, Shuxian / Chan, Tak-Ming (2022): Testing, numerical modelling and design of Q690 high strength steel welded T-section stub columns. In: Engineering Structures, v. 259 (May 2022).

    https://doi.org/10.1016/j.engstruct.2022.114142

  5. Liu, Jun-zhi / Fang, Han / Chen, Shuxian / Chan, Tak-Ming (2022): Material properties and residual stresses of high strength steel hexagonal hollow sections. In: Journal of Constructional Steel Research, v. 190 (March 2022).

    https://doi.org/10.1016/j.jcsr.2021.107061

  6. Zhuge, Hanqing / Xie, Xu / Chen, Shuxian / Tang, Zhanzhan (2022): Research on the multi-shear spring model for circular-section steel piers. In: Journal of Constructional Steel Research, v. 188 (January 2022).

    https://doi.org/10.1016/j.jcsr.2021.107041

  7. Chen, Shuxian / Xie, Xu / Zhuge, Hanqing (2019): Hysteretic model for steel piers considering the local buckling of steel plates. In: Engineering Structures, v. 183 (March 2019).

    https://doi.org/10.1016/j.engstruct.2018.12.101

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