Improved Shear Buckling Resistance Model for High Strength Steel Plate Girders
This paper presents an improved shear buckling resistance model for high‐strength steel (HSS) plate girders. The EN 1993‐1‐5 formulation is enhanced by revising the plastic hinge location in the flanges and consistently accounting for the relative contributions of web, flanges, and stiffeners, resulting in a more accur...