Vibration in offshore structures — part II

The response of offshore structures to random wave excitation is studied for general nonstationary stochastic excitation, constant, time-dependent, or stochastic coefficients, and nonlinear forces without linearization, or averaging methods and closure approximation, or numerical methods. The method used yields physically realistic analytic solutions.

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Year of publication:	1987
Authors:	Adomian, G.
Published in:	Mathematics and Computers in Simulation (MATCOM). - Elsevier, ISSN 0378-4754. - Vol. 29.1987, 5, p. 351-356
Publisher:	Elsevier

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Type of publication:	Article
Source:	RePEc - Research Papers in Economics

Persistent link: https://www.econbiz.de/10011050757