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Chunyan Quan

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

  1. Quan, Chunyan / Kucukler, Merih (2024): Design of stainless steel SHS and RHS columns in fire by GMNIA with strain limits. In: Engineering Structures, v. 316 (Oktober 2024).

    https://doi.org/10.1016/j.engstruct.2024.118464

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

  12. 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. In: Frontiers of Structural and Civil Engineering, v. 10, n. 3 (August 2016).

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

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