Research Article
Oct 1977
Response of Beam to Stochastic Boundary Excitation
Authors: Sami F. Masri, M.ASCE, and Ali AryafarAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 103, Issue 5
Abstract
A closed-form solution is presented for the covariance kernel of the transient response of a damped Bernoulli-Euler beam with arbitrary boundary conditions to correlated stochastic excitation applied at the boundaries. The analytical results are applied to the case where the autocorrelation function of the excitation resembles that of a wide class of input functions including earthquake excitations. The mean-square transient response at arbitrary locations along the beam is evaluated, and the effects of various system parameters are determined. It is shown that depending on the beam characteristics, the spectral width of the input, and the delay time involved in the wave propagation between supports, the mean-square response of the beam can be dramatically influenced.
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Published In
Journal of the Engineering Mechanics Division
Volume 103 • Issue 5 • October 1977
Pages: 807 - 822
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Oct 1977
Published online: Feb 3, 2021
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Authors
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Sami F. Masri, M.ASCE
Prof., Civ. Engrg. Dept., Univ. of Southern California, Los Angeles, Calif.
Ali Aryafar
Grad. Student, Civ. Engrg. Dept., Univ. of Southern California, Los Angeles, Calif.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.