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M. Radwan ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Radwan, M. / Kövesdi, B. (2024): Improved buckling reduction factors for existing steel columns accounting for different imperfections. In: Journal of Constructional Steel Research, v. 223 (December 2024).

    https://doi.org/10.1016/j.jcsr.2024.109033

  2. Radwan, M. / Kövesdi, B. (2024): Enhanced buckling reduction factors using amplified imperfections for existing steel structures. In: Journal of Constructional Steel Research, v. 214 (March 2024).

    https://doi.org/10.1016/j.jcsr.2024.108478

  3. Radwan, M. / Kövesdi, B. (2024): Equivalent geometric imperfection for interaction buckling of welded box-section columns - Stochastic analysis. In: Journal of Constructional Steel Research, v. 213 (February 2024).

    https://doi.org/10.1016/j.jcsr.2023.108374

  4. Radwan, M. / Kövesdi, B. (2023): Equivalent geometrical imperfections for local and global interaction buckling of welded square box section columns. In: Structures, v. 48 (February 2023).

    https://doi.org/10.1016/j.istruc.2023.01.045

  5. Radwan, M. / Kövesdi, B. (2022): Equivalent local imperfections for FEM-based design of welded box sections. In: Journal of Constructional Steel Research, v. 199 (December 2022).

    https://doi.org/10.1016/j.jcsr.2022.107636

  6. Radwan, M. / Kövesdi, B. (2022): Improved design method for interaction buckling resistance of welded box-section columns. In: Journal of Constructional Steel Research, v. 194 (July 2022).

    https://doi.org/10.1016/j.jcsr.2022.107334

  7. Radwan, M. / Kövesdi, B. (2021): Local plate buckling type imperfections for NSS and HSS welded box-section columns. In: Structures, v. 34 (December 2021).

    https://doi.org/10.1016/j.istruc.2021.09.011

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