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Publicité

Chunyan Quan

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. Quan, Chunyan / Kucukler, Merih / Gardner, Leroy (2021): Out-of-plane stability design of steel beams by second-order inelastic analysis with strain limits. Dans: Thin-Walled Structures, v. 169 (décembre 2021).

    https://doi.org/10.1016/j.tws.2021.108352

  2. Quan, Chunyan / Walport, Fiona / Gardner, Leroy (2024): Equivalent geometric imperfections for the design of steel and stainless steel beam-columns by GMNIA. Dans: Journal of Constructional Steel Research, v. 215 (avril 2024).

    https://doi.org/10.1016/j.jcsr.2024.108502

  3. Quan, Chunyan / Kucukler, Merih (2023): Structural response and design of stainless steel hollow section columns at elevated temperatures. Dans: ce/papers, v. 6, n. 3-4 (septembre 2023).

    https://doi.org/10.1002/cepa.2326

  4. Quan, Chunyan / Kucukler, Merih (2023): Local buckling response and design of stainless steel hollow sections at elevated temperatures. Dans: ce/papers, v. 6, n. 3-4 (septembre 2023).

    https://doi.org/10.1002/cepa.2325

  5. Quan, Chunyan / Kucukler, Merih (2023): Stability and design of stainless steel hollow section columns at elevated temperatures. Dans: Engineering Structures, v. 297 (décembre 2023).

    https://doi.org/10.1016/j.engstruct.2023.116935

  6. Quan, Chunyan / Kucukler, Merih (2023): Cross-section resistance and design of stainless steel CHS and EHS at elevated temperatures. Dans: Engineering Structures, v. 285 (juin 2023).

    https://doi.org/10.1016/j.engstruct.2023.115996

  7. Quan, Chunyan / Walport, Fiona / Kucukler, Merih / Gardner, Leroy (2022): Out‐of‐plane Stability Design by GMNIA – Equivalent Imperfections and Strain Limits. Dans: ce/papers, v. 5, n. 4 (septembre 2022).

    https://doi.org/10.1002/cepa.1761

  8. Quan, Chunyan / Walport, Fiona / Gardner, Leroy (2022): Equivalent imperfections for the out-of-plane stability design of steel beams by second-order inelastic analysis. Dans: Engineering Structures, v. 251 (janvier 2022).

    https://doi.org/10.1016/j.engstruct.2021.113481

  9. Quan, Chunyan / Kucukler, Merih / Gardner, Leroy (2020): Design of web-tapered steel I-section members by second-order inelastic analysis with strain limits. Dans: Engineering Structures, v. 224 (décembre 2020).

    https://doi.org/10.1016/j.engstruct.2020.111242

  10. Quan, Chunyan / Wang, Wei / Chan, Tak-Ming / Khador, Majd (2017): FE modelling of replaceable I-beam-to-CHS column joints under cyclic loads. Dans: Journal of Constructional Steel Research, v. 138 (novembre 2017).

    https://doi.org/10.1016/j.jcsr.2017.07.012

  11. Quan, Chunyan / Wang, Wei / Zhou, Jian / Wang, Rong (2016): Cyclic behavior of stiffened joints between concrete-filled steel tubular column and steel beam with narrow outer diaphragm and partial joint penetration welds. Dans: Frontiers of Structural and Civil Engineering, v. 10, n. 3 (août 2016).

    https://doi.org/10.1007/s11709-016-0357-7

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