Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 15
... spectra from Figueira da Foz , a location off the Portuguese coast at a water depth of 100 meters . The two - peaked spectra have been divided in swell dominated in which the second largest peak occurs at a frequency higher than the one ...
... spectra from Figueira da Foz , a location off the Portuguese coast at a water depth of 100 meters . The two - peaked spectra have been divided in swell dominated in which the second largest peak occurs at a frequency higher than the one ...
Page 16
... spectra as a function of the significant wave height of the sea state . However , it is important to know how the probability of occurrence of two - peaked spectra depends both on significant wave height and on the average period i.e. ...
... spectra as a function of the significant wave height of the sea state . However , it is important to know how the probability of occurrence of two - peaked spectra depends both on significant wave height and on the average period i.e. ...
Page 21
... spectra occur . Furthermore , as expected , wind dominated spectra tend to concentrate in low peak periods while swell dominated spectra occur for larger periods . To fully describe the two peaked spectra with the model proposed by ...
... spectra occur . Furthermore , as expected , wind dominated spectra tend to concentrate in low peak periods while swell dominated spectra occur for larger periods . To fully describe the two peaked spectra with the model proposed by ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
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added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile