Research Article
Sep 1975

Response of a Column in Random Vibration Tests

Publication: Journal of the Structural Division
Volume 101, Issue 9

Abstract

Laboratory experiments were conducted to observe and measure the response amplitude and frequency of a simply supported column. The column was excited by axial forces generated from sinusoidal and random (bandwidths of 3 Hz, l0 Hz, 30 Hz, and l00 Hz) signals. The column will vibrate near its natural frequency if the excitation contains a sufficiently high level power spectral density within the parametric resonance zone of the column. The variance of the response amplitude decreases with increasing bandwidth of excitation. A zero amplitude of response is found during a considerable portion of the excitation time; this indicates there is a discrete component in the probability distribution at zero amplitude.

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Published In

Journal of the Structural Division
Volume 101Issue 9September 1975
Pages: 1749 - 1761

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Published in print: Sep 1975
Published online: Feb 1, 2021

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Gene K. Baxter
Sr. Mech. Engr., Electronic Systems Div., General Electric Co., Syracuse, N.Y.
Ross M. Evan-Iwanowski
Prof. of Mech. and Aerospace Engrg., Syracuse Univ., Syracuse, N.Y.

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