Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 1American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 329
... Depending on the magnitudes of the environmental forces , the vessel will oscillate about mean point . If these oscillations are not too large , the coefficient of horizontal stiffness for a single line is given in Faltinsen , 1990 , as ...
... Depending on the magnitudes of the environmental forces , the vessel will oscillate about mean point . If these oscillations are not too large , the coefficient of horizontal stiffness for a single line is given in Faltinsen , 1990 , as ...
Page 338
... depending on indent wave angle . ( H = 5cm , ka = 0.4 ) F / pga2 52 F / pga152 2 2 Fig.4-2 2 · 2 Fig.4-3 ( 3-3 ) ... depending on indent wave angle . 30 ( H = 5cm , ka = 0.5 ) 60 90 Fn +0.05 Fn = 0.00 -Fn = -0.05 Fn +0.05 о Fn = 0.00 -Fn ...
... depending on indent wave angle . ( H = 5cm , ka = 0.4 ) F / pga2 52 F / pga152 2 2 Fig.4-2 2 · 2 Fig.4-3 ( 3-3 ) ... depending on indent wave angle . 30 ( H = 5cm , ka = 0.5 ) 60 90 Fn +0.05 Fn = 0.00 -Fn = -0.05 Fn +0.05 о Fn = 0.00 -Fn ...
Page 340
... depending on wave number . F / pga2 532 F / pga2 52 2 O 2 -4 0.2 0.6 0.8 ka ( H = 5cm , B = 15 ° ) A exp . Fn = + ... depending on wave number . cal . Fn 0.00 cal . Fn = -0.05 cal . Fn +0.05 . without interaction -cal . Fn = 0.00 ...
... depending on wave number . F / pga2 532 F / pga2 52 2 O 2 -4 0.2 0.6 0.8 ka ( H = 5cm , B = 15 ° ) A exp . Fn = + ... depending on wave number . cal . Fn 0.00 cal . Fn = -0.05 cal . Fn +0.05 . without interaction -cal . Fn = 0.00 ...
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
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amplitude analysis angle applied approach approximately ASME assumed axial boundary buoy buoyancy cable calculated coefficient compared comparison components computed Conference configuration connector considered Copyright cylinder damping defined depending determine developed diameter direction discrete displacement distribution domain drag dynamic effect element Engineering equation experimental experiments expressed falling fatigue Figure floating flow fluid force FPSO frequency function geometry given height horizontal hydrodynamic increase initial International length lift force linear load Marine mass maximum mean measured Mechanics method mode module mooring line motion nonlinear obtained Offshore operation parameters performed period platform position prediction presented pressure problem range relative respectively response riser rope ship shown shows side simulation solution spheres spray stiffness stress structure surface Table tension tests transverse values velocity vertical vessel water depth wave