The aim of this paper is to find the regions of dynamic stability of system
s of beams and frames with finite displacements and rotations. A suitable n
umerical procedure allows regions of dynamic stability to be obtained for a
ny value of the dynamic force, taking into account the different characteri
stics of constraints, inertia and stiffness A set of numerical applications
is presented to show the capabilities of the proposed numerical method in
the frame of the dynamic stability of beams.