Before revision: The theory that governs plate design should not be used in design of SPW structures since the relatively high bending strength and stiffness of the beams and columns have a significant effect in the post-buckling behavior.
After revision: The theory that governs plate design should not be used onthe design of SPW structures since the relatively high bending strength and stiffness of the beams and columns have a significant effect in the post-buckling behavior.