Marília Gonçalves Marques

Experimental assessment of column rectangularity in flat‐slab slab–column connections

Abstract This paper presents an experimental investigation of the punching shear behavior of seven 3.00 m × 3.00 m × 0.20 m flat slabs without shear reinforcement, supported by internal rectangular columns. The column side lengths were varied to obtain aspect ratios, c max / c mi...