Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 21
of the current meter leads to bias in the estimation of mean wave direction . ... An estimate of the spreading function for a particular frequency band can be computed directly from the 40.0 normalized cross - spectral density matrix ...
of the current meter leads to bias in the estimation of mean wave direction . ... An estimate of the spreading function for a particular frequency band can be computed directly from the 40.0 normalized cross - spectral density matrix ...
Page 161
The TLP linear transfer function L ( n ) is estimated from appropriate values of virtual mass m , damping ... Using the optimum solution for the overall system transfer function H ( n ) , now one can estimate the external wave force ...
The TLP linear transfer function L ( n ) is estimated from appropriate values of virtual mass m , damping ... Using the optimum solution for the overall system transfer function H ( n ) , now one can estimate the external wave force ...
Page 168
The set { { ân , ... , âng , bo , ... , Omp } contains the parameters of the process estimated by the RLS ... Data collected from a scaled ( 1:48 ) model experiment of a moored barge in an irregular sea was used to estimate the ...
The set { { ân , ... , âng , bo , ... , Omp } contains the parameters of the process estimated by the RLS ... Data collected from a scaled ( 1:48 ) model experiment of a moored barge in an irregular sea was used to estimate the ...
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Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind