Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 12
... linear input , cr = -3.5 draft = 10 5 linear input wave elevation 50 100 150 200 250 300 response to linear input , cr = -3.5 draft - 20 0.01 0 -0.01 1 0 50 100 150 200 250 300 0 50 100 150 200 250 300 nonlinear input wave elevation ...
... linear input , cr = -3.5 draft = 10 5 linear input wave elevation 50 100 150 200 250 300 response to linear input , cr = -3.5 draft - 20 0.01 0 -0.01 1 0 50 100 150 200 250 300 0 50 100 150 200 250 300 nonlinear input wave elevation ...
Page 222
... linear analysis performed . Results gave a capacity corresponding to a load factor of 2.0 taking into account the additional " cover " . But one was not able to conclude that delamination between this " cover " and the wall would not ...
... linear analysis performed . Results gave a capacity corresponding to a load factor of 2.0 taking into account the additional " cover " . But one was not able to conclude that delamination between this " cover " and the wall would not ...
Page 446
... linear diffraction theory and on the assumption that higher - order harmonic components of a nonlinear wave can be considered as if they were linear waves in order to estimate their individual runup contributions . Kriebel's simple ...
... linear diffraction theory and on the assumption that higher - order harmonic components of a nonlinear wave can be considered as if they were linear waves in order to estimate their individual runup contributions . Kriebel's simple ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
Structural Mechanics | 31 |
Hydroelastic and Articulated Structure | 41 |
Copyright | |
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added mass amplitude analysis angle boundary breakwater buoy calculated coefficient components computed cylinder damping deck device displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz Figure floating airport floating breakwater floating structure flow fluid free surface function hawser heave horizontal hydrodynamic incident wave inertia length linear load cells maximum method Mighty Whale mooring line mooring system motion nonlinear North Sea obtained Ocean offshore structures OMAE optimal oscillating parameters peak platform potential predicted pressure pump random waves resonant response Reynolds number riser scale sensor ship shown simulation spectral spectral density stability surface elevation Table tank tanker tension theory TPM system transmission coefficient turbine values velocity velocity potential verification vertical vessel water depth wave drift wave energy wave forces wave frequency wave height wave period wave power wind wire rope