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Jun-zhi Liu ORCID

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Ma, Xiaowei / Sun, Qinglong / Li, Zhengyuan / Fan, Jiansheng / Liu, Yufei / Liu, Jun-zhi: Deformation and internal force of multitower suspension bridges: Numerical modeling and analytical analysis. In: Advances in Structural Engineering.

    https://doi.org/10.1177/13694332241291254

  2. Liu, Jun-zhi / Guo, Jiachen / Chen, Junbo / Luo, Tess Xianghuan / Chan, Tak-Ming (2024): Material properties and residual stresses of Q690 high strength steel press-braked elliptical hollow sections: Experimental investigation and numerical modelling. In: Journal of Constructional Steel Research, v. 223 (Dezember 2024).

    https://doi.org/10.1016/j.jcsr.2024.109030

  3. Chen, Shuxian / Liu, Jun-zhi / Chan, Tak-Ming (2024): Local Buckling Behavior of Hybrid Steel I-Sections under Uniform Bending: Moment-Rotation Characteristic. In: Journal of Structural Engineering (ASCE), v. 150, n. 11 (November 2024).

    https://doi.org/10.1061/jsendh.steng-13401

  4. Liu, Jun-zhi / Ma, Xiaowei / Xu, Fei / Chen, Junbo / Wang, Lin / Zhou, Yang / Guo, Jiachen (2024): Local buckling behaviour of Q690 high strength steel cold-formed round-ended oval hollow section stub columns under axial compression: Experimental investigation, numerical modelling and design. In: Engineering Structures, v. 318 (November 2024).

    https://doi.org/10.1016/j.engstruct.2024.118683

  5. Chen, Shuxian / Fang, Han / Liu, Jun-zhi / Chan, Tak-Ming (2022): Design for local buckling behaviour of welded high strength steel I-sections under bending. In: Thin-Walled Structures, v. 172 (März 2022).

    https://doi.org/10.1016/j.tws.2021.108792

  6. Liu, Jun-zhi / Chan, Tak-Ming / Young, Ben (2023): Cross-section behaviour of cold-formed high strength steel irregular hexagonal hollow section stub columns under combined compression and bending. In: Advances in Structural Engineering, v. 26, n. 12 (Juni 2023).

    https://doi.org/10.1177/13694332231157930

  7. 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 (Februar 2023).

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

  8. 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 (Januar 2023).

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

  9. Liu, Jun-zhi / Fang, Han / Chan, Tak-Ming (2022): Experimental investigations on material properties and stub column behaviour of high strength steel irregular hexagonal hollow sections. In: Journal of Constructional Steel Research, v. 196 (September 2022).

    https://doi.org/10.1016/j.jcsr.2022.107343

  10. Liu, Jun-zhi / Fang, Han / Chan, Tak-Ming (2022): Structural behaviour of high strength steel hexagonal hollow section stub columns under axial compression. In: Engineering Structures, v. 268 (Oktober 2022).

    https://doi.org/10.1016/j.engstruct.2022.114653

  11. 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 (Mai 2022).

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

  12. Liu, Jun-zhi / Fang, Han / Chan, Tak-Ming (2022): Experimental investigation on material properties and residual stresses in cold-formed high strength steel irregular octagonal hollow sections. In: Journal of Constructional Steel Research, v. 191 (April 2022).

    https://doi.org/10.1016/j.jcsr.2022.107170

  13. 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 (März 2022).

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

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