Optimal Linearization of Morison‐Type Wave Loading
Publication: Journal of Engineering Mechanics
Volume 117, Issue 7
Abstract
The linearization of Morison‐type wave loading is to replace by cu, where u is a zero mean, stationary Gaussian random process and c is a constant. The coefficient c is traditionally determined by a use of the statistical least‐square error linearization; that is minimizing In this study, the optimal linearization refers to a coefficient c, chosen in such a way that the statistics of structural response calculated from the linearized force will be identical to that calculated from the originally nonlinear force. To accomplish this, the optimal linearization must not only consider the ocean wave properties, but incorporate the structural properties. While most offshore structural engineers believe that the least‐square linearization may cause significantly nonconservative error only when the fundamental structural frequency is nearly three times the peak wave frequency, this study shows that worse errors may occur for other frequency ratios.
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Copyright © 1991 ASCE.
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Published online: Jul 1, 1991
Published in print: Jul 1991
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