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Corrigendum to ���Numerical analysis of axially loaded circular high strength concrete-filled double steel tubular short columns��� [Thin-Walled. Struct. 138 (2019) 105���116] (Thin-Walled Structures (2019) 138 (105���116), (S0263823118312023), (10.1016/j.tws.2019.02.001))

Journal Article


Abstract


  • The authors regret that the above article contained some typewriting and calculation errors. The corrections are given as follows: Page 115, in Section 8, the word ���suing��� should read as ���using���. Page 115, the mean calculated-to-measured ultimate axial strengths calculated by using Eurocode 4 should read as 1.05. Page 116, in Conclusion, Point 6, it should read as ���the design rules specified by Eurocode 4 provides unconservative estimations���. Page 110, in Table 2, the ultimate strengths ([Formula presented]) computed by using Eurocode 4 are corrected as follows: Table 2 Ultimate axial strengths of circular CFDST short columns. [Table presented]

Publication Date


  • 2021

Citation


  • Ahmed, M., Liang, Q. Q., Patel, V. I., & Hadi, M. N. S. (2021). Corrigendum to ���Numerical analysis of axially loaded circular high strength concrete-filled double steel tubular short columns��� [Thin-Walled. Struct. 138 (2019) 105���116] (Thin-Walled Structures (2019) 138 (105���116), (S0263823118312023), (10.1016/j.tws.2019.02.001)). Thin-Walled Structures, 159. doi:10.1016/j.tws.2020.107354

Scopus Eid


  • 2-s2.0-85106772100

Volume


  • 159

Issue


Place Of Publication


Abstract


  • The authors regret that the above article contained some typewriting and calculation errors. The corrections are given as follows: Page 115, in Section 8, the word ���suing��� should read as ���using���. Page 115, the mean calculated-to-measured ultimate axial strengths calculated by using Eurocode 4 should read as 1.05. Page 116, in Conclusion, Point 6, it should read as ���the design rules specified by Eurocode 4 provides unconservative estimations���. Page 110, in Table 2, the ultimate strengths ([Formula presented]) computed by using Eurocode 4 are corrected as follows: Table 2 Ultimate axial strengths of circular CFDST short columns. [Table presented]

Publication Date


  • 2021

Citation


  • Ahmed, M., Liang, Q. Q., Patel, V. I., & Hadi, M. N. S. (2021). Corrigendum to ���Numerical analysis of axially loaded circular high strength concrete-filled double steel tubular short columns��� [Thin-Walled. Struct. 138 (2019) 105���116] (Thin-Walled Structures (2019) 138 (105���116), (S0263823118312023), (10.1016/j.tws.2019.02.001)). Thin-Walled Structures, 159. doi:10.1016/j.tws.2020.107354

Scopus Eid


  • 2-s2.0-85106772100

Volume


  • 159

Issue


Place Of Publication