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 124
F. and Fu are the non - dimensional maximum xi force on a cylinder when situated in an array and isolated . Figs . 13 through 17 are the plots of measured wave force spectra for all the cases experimented . The evaluation of measured ...
F. and Fu are the non - dimensional maximum xi force on a cylinder when situated in an array and isolated . Figs . 13 through 17 are the plots of measured wave force spectra for all the cases experimented . The evaluation of measured ...
Page 128
CONCLUSIONS Proximity Effects on Wave Force Distribution When a cylinder is situated in a two cylinder array normal to wave direction , the wave force distribution is affected and is greater than single isolated cylinder by 8 per cent ...
CONCLUSIONS Proximity Effects on Wave Force Distribution When a cylinder is situated in a two cylinder array normal to wave direction , the wave force distribution is affected and is greater than single isolated cylinder by 8 per cent ...
Page 283
4.5 - plate cylinder 4.0 3.5 3.0 - Jul 2.5 2.0 - The plate is now longer and the value of 1 for the plate has been chosen to match the tuned wavenumber to that of the cylinder . Whilst there is little difference in the curves of T. for ...
4.5 - plate cylinder 4.0 3.5 3.0 - Jul 2.5 2.0 - The plate is now longer and the value of 1 for the plate has been chosen to match the tuned wavenumber to that of the cylinder . Whilst there is little difference in the curves of T. for ...
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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