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 110
f Р + V + vse + vava ( 23 ) а а Because sõ is zero and rotva tion 23 can be äritten as : , O equaThe Laplace equation is a linear differential equation , meaning that linear combinations of potentials will also satisfy the Laplace ...
f Р + V + vse + vava ( 23 ) а а Because sõ is zero and rotva tion 23 can be äritten as : , O equaThe Laplace equation is a linear differential equation , meaning that linear combinations of potentials will also satisfy the Laplace ...
Page 123
Simulated spectrum Cm IHz 2 - Measured spectrum mv ' lHz Peak Frequency - to 1 - to : 0.75 HZ 2 - to : 0 802 Hz on : 35cm mo : area of measured Spectra : 290.41 my 2 Scale : Imv ? : 0.04943cm ? om ® : 3.789 cm WAVE OMI ( TION 0.50 0.50 ...
Simulated spectrum Cm IHz 2 - Measured spectrum mv ' lHz Peak Frequency - to 1 - to : 0.75 HZ 2 - to : 0 802 Hz on : 35cm mo : area of measured Spectra : 290.41 my 2 Scale : Imv ? : 0.04943cm ? om ® : 3.789 cm WAVE OMI ( TION 0.50 0.50 ...
Page 155
... of the j - th line the stern Ss , that is Sw- Sp + Sa + s , , ( 15 ) element along the contour of the strip . From ( 16 ) , we have The constant or slowly varying cross secvol = ( x- x ) + , , 6 | = x ; -x . ) + , ° | « * ( 4 tion ...
... of the j - th line the stern Ss , that is Sw- Sp + Sa + s , , ( 15 ) element along the contour of the strip . From ( 16 ) , we have The constant or slowly varying cross secvol = ( x- x ) + , , 6 | = x ; -x . ) + , ° | « * ( 4 tion ...
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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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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