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 179
WAVE - INDUCED LOADS ON FIXED OFFSHORE STRUCTURES AN ASSESSMENT OF ' WAVE - BY - WAVE ' LOAD VARIABILITY AND BIAS ... loading defined according to the Morison equation . The analysis is based on the statistics of a Gaussian process near ...
WAVE - INDUCED LOADS ON FIXED OFFSHORE STRUCTURES AN ASSESSMENT OF ' WAVE - BY - WAVE ' LOAD VARIABILITY AND BIAS ... loading defined according to the Morison equation . The analysis is based on the statistics of a Gaussian process near ...
Page 180
... Wave load variability is just one issue , however . We also need to account for wave load bias . In a uni - directional sea , the value of surface elevation maximum ( in time ) recorded at the wave sensor location would correspond to ...
... Wave load variability is just one issue , however . We also need to account for wave load bias . In a uni - directional sea , the value of surface elevation maximum ( in time ) recorded at the wave sensor location would correspond to ...
Page 194
... wave load only . This may be due to the increased drag load resulting from increased hydrodynamic damping under combined response . In the case of earthquake loading ... wave loading due to increased hydrodynamic damping . Due to the same ...
... wave load only . This may be due to the increased drag load resulting from increased hydrodynamic damping under combined response . In the case of earthquake loading ... wave loading due to increased hydrodynamic damping . Due to the same ...
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