Behaviour and Failure of Steel Columns Subjected to Blast Loads: Numerical Study and Analytical Approach

Table 3

The parameters used in the parametric study.

Section	Axial load ratio	Boundary conditions	Blast direction	Slenderness ratio
W150  24	0.25, 0.5, 0.75,	Rolled-pinned	x-x, y-y	,
		Rolled-fixed	x-x, y-y	,
W200  71	0.25, 0.5, 0.75,	Rolled-pinned	x-x, y-y	,
		Rolled-fixed	x-x, y-y	,