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Hanlin Qiang

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Hu, Lili / Wang, Yuanyuan / Feng, Peng / Wang, Haitao / Qiang, Hanlin (2021): Debonding development in cracked steel plates strengthened by CFRP laminates under fatigue loading: Experimental and boundary element method analysis. Dans: Thin-Walled Structures, v. 166 (septembre 2021).

    https://doi.org/10.1016/j.tws.2021.108038

  2. Qiang, Hanlin / Feng, Peng / Stojadinović, Bozidar / Lin, Hongwei / Ye, Lieping (2019): Cyclic loading behaviors of novel RC beams with kinked rebar configuration. Dans: Engineering Structures, v. 200 (décembre 2019).

    https://doi.org/10.1016/j.engstruct.2019.109689

  3. Hu, Li / Feng, Peng / Lin, Hongwei / Yang, Jia-qi / Qiang, Hanlin (2021): Seismic performance of composite shear walls with embedded FCCC in boundary elements. Dans: Composite Structures, v. 257 (février 2021).

    https://doi.org/10.1016/j.compstruct.2020.113126

  4. Qiang, Hanlin / Yang, Jianxiang / Feng, Peng / Qin, Weihong (2020): Kinked rebar configurations for improving the progressive collapse behaviours of RC frames under middle column removal scenarios. Dans: Engineering Structures, v. 211 (mai 2020).

    https://doi.org/10.1016/j.engstruct.2020.110425

  5. Qiang, Hanlin / Feng, Peng / Qu, Zhe (2019): Seismic responses of postyield hardening single-degree-of-freedom systems incorporating high-strength elastic material. Dans: Earthquake Engineering and Structural Dynamics, v. 48, n. 6 (mai 2019).

    https://doi.org/10.1002/eqe.3151

  6. Feng, Peng / Qiang, Hanlin / Ou, Xin / Qin, Weihong / Yang, Jianxiang (2019): Progressive Collapse Resistance of GFRP-Strengthened RC Beam–Slab Subassemblages in a Corner Column–Removal Scenario. Dans: Journal of Composites for Construction, v. 23, n. 1 (février 2019).

    https://doi.org/10.1061/(asce)cc.1943-5614.0000917

  7. Feng, Peng / Qiang, Hanlin / Qin, Weihong / Gao, Meng (2017): A novel kinked rebar configuration for simultaneously improving the seismic performance and progressive collapse resistance of RC frame structures. Dans: Engineering Structures, v. 147 (septembre 2017).

    https://doi.org/10.1016/j.engstruct.2017.06.042

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