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 313
The wind tunnel data for Lift and Drag coefficients are used to generate polynominals describing the self - excited ... This paper treats the problem as one degree of - freedom in across wind direction , assuming that along wind motion ...
The wind tunnel data for Lift and Drag coefficients are used to generate polynominals describing the self - excited ... This paper treats the problem as one degree of - freedom in across wind direction , assuming that along wind motion ...
Page 324
As the wind / wave incoming angle nears 180 , there is a reduction in the total mooring line force ratio Y. This reduction is within 0.9 when B < 0.1 . This further supports the point that when B 0.1 there is a limit for the influence ...
As the wind / wave incoming angle nears 180 , there is a reduction in the total mooring line force ratio Y. This reduction is within 0.9 when B < 0.1 . This further supports the point that when B 0.1 there is a limit for the influence ...
Page 504
7 Changes of wind , waves and deflection of fenders BEAUFORT SEA CAUSEWAYS AND COASTAL OCEAN DYNAMICS A. W. Niedoroda. were an 3.2 Results of Measurement In all cases of the regular measurements , wind and waves were measured being ...
7 Changes of wind , waves and deflection of fenders BEAUFORT SEA CAUSEWAYS AND COASTAL OCEAN DYNAMICS A. W. Niedoroda. were an 3.2 Results of Measurement In all cases of the regular measurements , wind and waves were measured being ...
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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