Response of Beams and Plates to Random Loads
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Abstract With the use of generalized harmonic analysis the problem of vibrating damped beams and plates under stochastic loading is solved. The resulting equations give the cross-correlation functions for displacements, stresses, moments, and so on, in terms of the cross-correlation function of external pressure. Mean square values of these functions are special cases of these results. Using a method due to Rice, we also calculate the probable number of times per unit time the random displacements or stresses will exceed a given value. The case of simply supported bars, cantilever bars, clamped circular plates, and simply supported rectangular plates are worked out in detail.
1962 ◽
Vol 84
(1)
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pp. 149-155
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1967 ◽
Vol 89
(4)
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pp. 619-625
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1977 ◽
Vol 65
(11)
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pp. 1615-1616
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2021 ◽
Vol 1774
(1)
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pp. 012003
2013 ◽
Vol 84
(4)
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pp. 607-614
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