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 290
a or reason The solid lines in the figures show the calculated results with the forward speed of 0 knot ( Fn = 0.0 ) , the dotted lines show them with the forward speed of 3 knot ( Fn = 0.055 ) , and the dashed lines show them with the ...
a or reason The solid lines in the figures show the calculated results with the forward speed of 0 knot ( Fn = 0.0 ) , the dotted lines show them with the forward speed of 3 knot ( Fn = 0.055 ) , and the dashed lines show them with the ...
Page 299
or reason The solid lines in the figures show the calculated results with the forward speed of 0 knot ( Fn = 0.0 ) , the dotted lines show them with the forward speed of 3 knot ( Fn = 0.055 ) , and the dashed lines show them with the ...
or reason The solid lines in the figures show the calculated results with the forward speed of 0 knot ( Fn = 0.0 ) , the dotted lines show them with the forward speed of 3 knot ( Fn = 0.055 ) , and the dashed lines show them with the ...
Page 507
That is , in the calculation the sheltering effects of other storage barge for wind and wave loads were ignored so that a larger response of storage barge is obtained . To evaluate a validity of this design method , calculations were ...
That is , in the calculation the sheltering effects of other storage barge for wind and wave loads were ignored so that a larger response of storage barge is obtained . To evaluate a validity of this design method , calculations were ...
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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