Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American 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 a ...
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 a ...
Page 225
A wave tank used for measurement is 30x50x2 m . INTRODUCTION ANALYSIS on a The following equation is concluded by free or forced oscillation tests in regular waves2 ) 6 ) governing equation of the motion . as a + w ( M + mx + M. + M „ + ...
A wave tank used for measurement is 30x50x2 m . INTRODUCTION ANALYSIS on a The following equation is concluded by free or forced oscillation tests in regular waves2 ) 6 ) governing equation of the motion . as a + w ( M + mx + M. + M „ + ...
Page 265
( 7 ) ( a ) in regular waves Dw Hw , t / Hw , i ( b ) in irregular waves DW = Hs , t / HS , i ( 5 ) The mooring line tension was lized as follows . ( 8 ) nondimensionaThe effect of the concentration of directional distribution of the ...
( 7 ) ( a ) in regular waves Dw Hw , t / Hw , i ( b ) in irregular waves DW = Hs , t / HS , i ( 5 ) The mooring line tension was lized as follows . ( 8 ) nondimensionaThe effect of the concentration of directional distribution of the ...
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Contents
CONTENTS | 1 |
OFFSHORE TECHNOLOGY PART | 12 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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Common terms and phrases
acting added amplitude analysis applied array body boundary calculated circular coefficient compared comparison component computed considered constant crest cylinder damping defined depends depth determined direction distribution domain drag drift dynamic effect elevation Engineering equation estimated experimental experiments factor field Figure flow fluid frequency function given horizontal hydrodynamic incident increase integral irregular KC number length lift lift force linear load mass maximum mean measured method moored motion nonlinear obtained Offshore oscillation parameters peak period pile plate potential predicted presented pressure problem radiation random range ratio regular waves relative respectively response second-order ship shown shows simulation solution spectra spectrum speed structure surface surge Table technique term theory tion velocity vertical vessel vortex wave force wave height