Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 485
... extreme peaks with a test signal that consists of an oscillation having constant amplitude superposed with a localized amplitude extreme represented by a Gaussian function . The complete signal is given by g ( t ) = A1 + A2 exp - - to ...
... extreme peaks with a test signal that consists of an oscillation having constant amplitude superposed with a localized amplitude extreme represented by a Gaussian function . The complete signal is given by g ( t ) = A1 + A2 exp - - to ...
Page 487
... extreme A near t = 8750 s , the Morlet wavelet has completely smoothed the localized ( negative ) extreme whereas the Paul wavelet shows a localized peak ( albeit significantly attenuated ) at the location of the extreme . A similar ...
... extreme A near t = 8750 s , the Morlet wavelet has completely smoothed the localized ( negative ) extreme whereas the Paul wavelet shows a localized peak ( albeit significantly attenuated ) at the location of the extreme . A similar ...
Page 854
... extreme significant wave height distributions and the short - term extreme crest height distributions should be included in the derivation of design crest heights ( cf. Sørensen and Sterndorff , 2000 ) . CONCLUSIONS In the present paper ...
... extreme significant wave height distributions and the short - term extreme crest height distributions should be included in the derivation of design crest heights ( cf. Sørensen and Sterndorff , 2000 ) . CONCLUSIONS In the present paper ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assessment Bay of Campeche beam bending calculated catenary coefficient collision components computed Copyright corresponding corrosion cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated ETCE/OMAE2000 Joint Conference factor failure fatigue damage Figure finite element fluid force FPSO fractile function Gumbel distribution Haltenbanken heave plate horizontal hydrodynamic increase Joint Conference Energy kurtosis LCVA linear load maximum measured method mode mode shape model tests mooring line mooring system motion natural frequency nonlinear obtained offshore structures Offshore Technology Conference parameters peak pipeline platform prediction pressure probability Proceedings of ETCE/OMAE2000 ratio regular wave response riser Riser Tension rope safety shear ship shown simulation soil Spar spar platform spectral spectrum static stiffener stiffness stress surface surge Table tension values variables velocity vertical vessel vibration Vortex Induced Vibration water depth wavelet wavenumber wind