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 129
VISCOUS FORCES ACTING ON A HORIZONTAL CIRCULAR CYLINDER IN REGULAR AND IRREGULAR WAVES K. Otsuka , Y. Ikeda , and N. Tanaka Department of Naval Architecture University of Osaka Osaka , Japan Fig.5 Drag and inertia coefficients of ...
VISCOUS FORCES ACTING ON A HORIZONTAL CIRCULAR CYLINDER IN REGULAR AND IRREGULAR WAVES K. Otsuka , Y. Ikeda , and N. Tanaka Department of Naval Architecture University of Osaka Osaka , Japan Fig.5 Drag and inertia coefficients of ...
Page 225
Free oscillation tests in regular waves and the tests in irregular waves also carried out . A wave tank used for measurement is 30x50x2 m . a wave are INTRODUCTION ANALYSIS The following equation is concluded by free or forced ...
Free oscillation tests in regular waves and the tests in irregular waves also carried out . A wave tank used for measurement is 30x50x2 m . a wave are INTRODUCTION ANALYSIS The following equation is concluded by free or forced ...
Page 268
1.0 Heave Regular Waves 60F wave 0.5 50 F 40F o ; average 30F 0.5 1.0 1.5 00 Wave Period ( sec ) 20F Fig . 7 Characteristics of heave motion in regular waves 10F 70 Oblique Regular Waves 0 0.5 1.0 6 OF Model 1.5 scale 1 9 10 Scale 1 5 O ...
1.0 Heave Regular Waves 60F wave 0.5 50 F 40F o ; average 30F 0.5 1.0 1.5 00 Wave Period ( sec ) 20F Fig . 7 Characteristics of heave motion in regular waves 10F 70 Oblique Regular Waves 0 0.5 1.0 6 OF Model 1.5 scale 1 9 10 Scale 1 5 O ...
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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