Numerical model for nonlinear stability analysis of spatial frames with semi-rigid connections

【Author】

Goran Turkalj;Josip Brnic;Edin Merdanovic;Neven Munjas;

【Abstract】

<正>This work presents a large-displacement beam model for the nonlinear stability analysis of the frames composed of straight and prismatic beam members,with semi-rigid connections.Displacements are allowed to be large,but strains are assumed to

【Keywords】

Numerical model for nonlinear stability analysis of spatial frames with semi-rigid connections;

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