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 1
In this paper , a theory is presented to account for nonlinearities in the sea state to second - order resulting in a non - Rayleigh distribution of wave crest and trough amplitudes based on the narrow - band assumption .
In this paper , a theory is presented to account for nonlinearities in the sea state to second - order resulting in a non - Rayleigh distribution of wave crest and trough amplitudes based on the narrow - band assumption .
Page 11
In this paper , a theory is presented to account for nonlinearities in the sea state to second - order resulting in a non - Rayleigh distribution of wave crest and trough amplitudes based on the narrow - band assumption .
In this paper , a theory is presented to account for nonlinearities in the sea state to second - order resulting in a non - Rayleigh distribution of wave crest and trough amplitudes based on the narrow - band assumption .
Page 590
These factors can be estimated either accordľng to the recommendation in the relevant national code or according to an elastic theory . The Danish Code DS411 prescribe : wo aN = 0.83 ) /1+0.01•R/E meo • W 1 - R / t / 240 = max for ap ...
These factors can be estimated either accordľng to the recommendation in the relevant national code or according to an elastic theory . The Danish Code DS411 prescribe : wo aN = 0.83 ) /1+0.01•R/E meo • W 1 - R / t / 240 = max for ap ...
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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