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Parametric Analysis on Nonlinear Behavior of Steel Bridge Columns with Circular Hollow Sections

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Τίτλος: Parametric Analysis on Nonlinear Behavior of Steel Bridge Columns with Circular Hollow Sections
Συγγραφείς: Chou, Kuang-WuAff1, IDs42493026001562_cor1, Hung, Hsiao-HuiAff1, Huang, Chang-WeiAff2, Hsu, Chai-ChuanAff1, Hsu, Shang-YiAff1, Chang, Wei-KuangAff1
Πηγή: Multiscale Science and Engineering. 8(3):193-207
Βάση Δεδομένων: Springer Nature Journals
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  – Url: https://dx.doi.org/doi:10.1007/s42493-026-00156-2
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  Data: <i>Multiscale Science and Engineering</i>. 8(3):193-207
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            – D: 01
              M: 09
              Type: published
              Y: 2026
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