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 75
1 , in the region of KC > 25 the drag force is dominant and inertia force is not impor tant , then the analysed C , values in these region are usually very scattered . The tested C data by the present model investigation is within the ...
1 , in the region of KC > 25 the drag force is dominant and inertia force is not impor tant , then the analysed C , values in these region are usually very scattered . The tested C data by the present model investigation is within the ...
Page 184
In the present work the free - surface j2a ' integral is divided into two parts , an interior , near - field region Sf , encompassing the structures and bounded by a fictitious circular boundary Cr situated at r = R and an exterior ...
In the present work the free - surface j2a ' integral is divided into two parts , an interior , near - field region Sf , encompassing the structures and bounded by a fictitious circular boundary Cr situated at r = R and an exterior ...
Page 154
The parameter estimates however are specific to this region and should not be extrapolated to other regions without verification against local data . Storm Identification To estimate the previous model , the original hindcast data at 19 ...
The parameter estimates however are specific to this region and should not be extrapolated to other regions without verification against local data . Storm Identification To estimate the previous model , the original hindcast data at 19 ...
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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