2026-10-19T01:36:04Zhttps://ebyu-rdlopen.rawdatalibrary.net/oai/request

oai:ebyu-rdlopen.rawdatalibrary.net:ebyu/123182026-10-18T20:33:47Zopenairedrivercom_ebyu_10000col_ebyu_10001

Corrigendum to “Experimental and computational study on local buckling of standard and improved cold-formed square hollow sections under static and dynamic loading” [Structures 54 (2023) 291–317, (S2352012423006392), (10.1016/j.istruc.2023.05.036)]Cosgun, S.I.Engineering, CivilEngineeringThe author regrets that in the section “3.1. Steel material model,” there was an erroneous statement regarding the value D, which was initially mentioned as D = 1.50 × 107 s−1. The correct value is D = 1.05 × 107 s−1. Additionally, in the section “3.4. Selecting the time increment,” there was a mistake in stating the value Δtstable, initially mentioned as Δtstable = 3.185 × 10−7. The correct value is Δtstable = 4.952 × 10−7. © 2023 Institution of Structural EngineersElsevier Ltd2023Correctionhttps://rdlopen.rawdatalibrary.net/r/ebyu/12318https://doi.org/10.1016/j.istruc.2023.06.1032352-0124enStructuresinfo:eu-repo/semantics/openAccessinfo:eu-repo/semantics/articlehttps://ebyu-rdlopen.rawdatalibrary.net/tr/items/ebyu/12318