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
... response to 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 ...
... response to 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 ...
Page 194
... response . In the case of earthquake loading , the system amplifies the response at its natural frequency . The earthquake response is reduced in the presence of wave loading due to increased hydrodynamic damping . Due to the same ...
... response . In the case of earthquake loading , the system amplifies the response at its natural frequency . The earthquake response is reduced in the presence of wave loading due to increased hydrodynamic damping . Due to the same ...
Page 200
... responses with a certain return period ( generally 100 years ) . A full set of met - ocean conditions represents all different combinations of environmental parameters leading to the ( 100 year ) design response . In previous code ...
... responses with a certain return period ( generally 100 years ) . A full set of met - ocean conditions represents all different combinations of environmental parameters leading to the ( 100 year ) design response . In previous code ...
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