Nonlinear Model Of Random Wave Load On Pipelines
Price
Free (open access)
Transaction
Volume
25
Pages
10
Published
1998
Size
607 kb
Paper DOI
10.2495/CENV980281
Copyright
WIT Press
Author(s)
Zivko Vukovic & Neven Kuspilic
Abstract
In this paper the authors present a developed analytical procedure for predicting the wave load on submarine pipelines to the action of random waves, representing the nonlinear drag force by cubic approximation. Using Morison's equation, the spectra of the horizontal and vertical component of wave force on pipelines are defined by the spectral analysis method. A numerical example is included to demonstrate the potential of the analytical model and to quantify the effects of nonlinear drag force on the structural load. 1 Introduction The in-line wave forces acting on a slender member of marine structure consist of two parts; drag and inertia. In the case when the wave length is much larger than the characteristic structural diameters, the drag forces can be significant. Since the d
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