Dynamic Response of Cantilevers with Attached Massesby Anthony N. Kounadis, (M.ASCE), Assoc. Prof.; National Technical Univ. of Athens, Athens, Greece,
Serial Information: Journal of the Engineering Mechanics Division, 1975, Vol. 101, Issue 5, Pg. 695-706
Document Type: Journal Paper
Errata: (See full record)
Using generalized functions, the frequency equation for free vibrations of a cantilever beam-column having rotational and translational springs at its support, and carrying concentrated masses, is established in matrix form and is evaluated numerically. The effect of rotatory inertia of the concentrated masses is also included. Moreover, a procedure for establishing the mode shapes is presented. Finally, the differential equation for the modal amplitudes of forced motion is established.
Subject Headings: Cantilevers | Dynamic response | Rotation | Matrix (mathematics) | Inertia | Differential equations | Numerical methods | Beam columns | Vibration
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