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Wei-bin Yuan ORCID

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. Yu, Nan-ting / Kim, Boksun / Yuan, Wei-bin / Li, Long-yuan / Yu, Feng (2019): An analytical solution of distortional buckling resistance of cold-formed steel channel-section beams with web openings. Dans: Thin-Walled Structures, v. 135 (février 2019).

    https://doi.org/10.1016/j.tws.2018.11.012

  2. Yu, Nan-ting / Huang, Xu-Hao / Xu, Xing-hao / Chen, Ze-min / Yuan, Wei-bin (2022): An analytical solution for lateral-torsional buckling resistance of perforated cold-formed steel channel beams with circular holes in web. Dans: International Journal of Structural Stability and Dynamics, v. 22, n. 16 (juillet 2022).

    https://doi.org/10.1142/s0219455422501887

  3. Yuan, Wei-bin / Yu, Nanting / Li, Long-yuan / Fang, Yuan (2022): Heat transfer analysis in multi-layered materials with interfacial thermal resistance. Dans: Composite Structures, v. 293 (août 2022).

    https://doi.org/10.1016/j.compstruct.2022.115728

  4. Yuan, Wei-bin / Ge, Pei-jun / Shen, Yue-ting / Cheng, Shan-shan / Yu, Nan-ting (2020): Buckling Analysis of Steel H Column with Thermal Gradient Along the Flanges. Dans: International Journal of Steel Structures, v. 20, n. 2 ( 2020).

    https://doi.org/10.1007/s13296-020-00314-8

  5. Lei, Jin-Song / Yuan, Wei-bin / Li, Long-yuan (2017): Axial Compression Buckling of Castellated Columns at Elevated Temperatures. Dans: International Journal of Structural Stability and Dynamics, v. 17, n. 3 (mars 2017).

    https://doi.org/10.1142/s0219455417500341

  6. Yuan, Wei-bin / Shen, Yue-ting / Yu, Nan-ting / Bao, Zhao-shui (2019): An Analytical Solution of Local–Global Interaction Buckling of Cold-Formed Steel Channel-Section Columns. Dans: International Journal of Steel Structures, v. 19, n. 5 ( 2019).

    https://doi.org/10.1007/s13296-019-00232-4

  7. Yuan, Wei-bin / Yang, Jun-jie (2013): Experimental and numerical studies of short concrete-filled double skin composite tube columns under axially compressive loads. Dans: Journal of Constructional Steel Research, v. 80 (janvier 2013).

    https://doi.org/10.1016/j.jcsr.2012.09.014

  8. Yuan, Wei-bin (2013): Geometric nonlinear bending response and buckling of angle-section beams under pure bending. Dans: Journal of Constructional Steel Research, v. 85 (juin 2013).

    https://doi.org/10.1016/j.jcsr.2013.03.003

  9. Yuan, Wei-bin / Kim, Boksun / Chen, Chang-Yi (2013): Lateral–torsional buckling of steel web tapered tee-section cantilevers. Dans: Journal of Constructional Steel Research, v. 87 (août 2013).

    https://doi.org/10.1016/j.jcsr.2013.03.026

  10. Yuan, Wei-bin / Li, Long-yuan (2012): Nonlinear instability of angle section beams subjected to static and dynamic sudden step loads. Dans: Journal of Constructional Steel Research, v. 77 (octobre 2012).

    https://doi.org/10.1016/j.jcsr.2012.04.006

  11. Yuan, Wei-bin / Kim, Boksun / Li, Long-yuan (2014): Buckling of axially loaded castellated steel columns. Dans: Journal of Constructional Steel Research, v. 92 (janvier 2014).

    https://doi.org/10.1016/j.jcsr.2013.10.013

  12. Yuan, Wei-bin / Zhan, Wei / Xu, Jie / Yu, Nan-ting (2016): Nonlinear instability of angle section beams under uniformly distributed loads. Dans: International Journal of Steel Structures, v. 16, n. 2 ( 2016).

    https://doi.org/10.1007/s13296-016-6005-1

  13. Yuan, Wei-bin / Yu, Nan-ting / Bao, Zhao-shui / Wu, Li-ping (2016): Deflection of castellated beams subjected to uniformly distributed transverse loading. Dans: International Journal of Steel Structures, v. 16, n. 3 ( 2016).

    https://doi.org/10.1007/s13296-015-0120-2

  14. Yuan, Wei-bin / Bao, Zhao-shui / Yu, Nan-ting / Zhu, Shuang-shuang / Wu, Li-ping (2017): Nonlinear bending of box section beams of finite length under uniformly distributed loading. Dans: International Journal of Steel Structures, v. 17, n. 2 ( 2017).

    https://doi.org/10.1007/s13296-017-6009-5

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