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  • Study of the Behavior of Composite Steel Columns Filled with Short (non-slender) Concrete with (L)-shaped Geometric Cross Section under Numerical Sensitivity Analysis (FEM) with Axial Compression Loading

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Manuscript ID : 546208 Visit : 112 Page: 37 - 49

20.1001.1.23456310.1397.15.4.4.8

Article Type: Original Research