Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 144
In order to adequately model the effects of both the first order motions as well as the second order wave effects , the frequency range of the ... Since the surge motion is the only second order motion considered we thus have : ( lbs.
In order to adequately model the effects of both the first order motions as well as the second order wave effects , the frequency range of the ... Since the surge motion is the only second order motion considered we thus have : ( lbs.
Page 189
The effect of these buttons is to suppress any motion other than the desired two - dimensional motion of the cylinder . That is , they prevent rotation about any axis perpendicular to the axis of the cylinder while having minimal effect ...
The effect of these buttons is to suppress any motion other than the desired two - dimensional motion of the cylinder . That is , they prevent rotation about any axis perpendicular to the axis of the cylinder while having minimal effect ...
Page 636
LF motion st . der . HF motion 2-3 . Om 20 V Z - Om .. Heave ( m ) 0.2 & 9 , 10 0.1 15. 14. 13 . 12. 11 Z - 15 . Om 7654 3 20 19 18 17 16 00 04 OS 25 27 Bodyplan . Distance between sections 11.5m Half breadth = 20.5m .
LF motion st . der . HF motion 2-3 . Om 20 V Z - Om .. Heave ( m ) 0.2 & 9 , 10 0.1 15. 14. 13 . 12. 11 Z - 15 . Om 7654 3 20 19 18 17 16 00 04 OS 25 27 Bodyplan . Distance between sections 11.5m Half breadth = 20.5m .
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
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Common terms and phrases
acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces