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 190
The vortex pattern around structural members , however , has not been clear in such a combined motion . When the frequency of the low - frequency motion is very low , the motion can be regarded to be motion consisting of high ...
The vortex pattern around structural members , however , has not been clear in such a combined motion . When the frequency of the low - frequency motion is very low , the motion can be regarded to be motion consisting of high ...
Page 199
TIME DOMAIN SIMULATION OF SLOW DRIFT MOTION OF A MOORED FLOATING STRUCTURE IN IRREGULAR WAVES INCLUDING TIME VARYING SLOW MOTION HYDRODYNAMIC FORCES T. Kinoshita and K. Takaiwa Institute of Industrial Science University of Tokyo Tokyo ...
TIME DOMAIN SIMULATION OF SLOW DRIFT MOTION OF A MOORED FLOATING STRUCTURE IN IRREGULAR WAVES INCLUDING TIME VARYING SLOW MOTION HYDRODYNAMIC FORCES T. Kinoshita and K. Takaiwa Institute of Industrial Science University of Tokyo Tokyo ...
Page 217
The motion amplitudes given in this table were obtained for a wave height of 10 cm . Table 3 shows that solutions obtained from uncoupled motion equations are significantly less than those obtained from coupled equations .
The motion amplitudes given in this table were obtained for a wave height of 10 cm . Table 3 shows that solutions obtained from uncoupled motion equations are significantly less than those obtained from coupled equations .
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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