Academic Journal

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

Λεπτομέρειες βιβλιογραφικής εγγραφής
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