Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 103
... maximum excursion from equilibrium . In the order of P - Stable 1 , P - Stable 2 , P - Periodic 1 , P - Periodic 2 , the maximum displacements were -0.0322 , -0.0499 , 0.3684 , 0.3046 , respectively . Although P - Stable 1 seems to be ...
... maximum excursion from equilibrium . In the order of P - Stable 1 , P - Stable 2 , P - Periodic 1 , P - Periodic 2 , the maximum displacements were -0.0322 , -0.0499 , 0.3684 , 0.3046 , respectively . Although P - Stable 1 seems to be ...
Page 125
... maximum value of = 19 $ 12 8B W max { - Дopt – В Aopt + BJ - ( 2.23 ) ( 2.16 ) 2B when A = Aopt where after re - arranging , where the bar denotes the complex conjugate . This clearly takes a maximum value of The resulting maximum ...
... maximum value of = 19 $ 12 8B W max { - Дopt – В Aopt + BJ - ( 2.23 ) ( 2.16 ) 2B when A = Aopt where after re - arranging , where the bar denotes the complex conjugate . This clearly takes a maximum value of The resulting maximum ...
Page 136
... maximum power absorption capability has been investigated by comparing the q- factors of the line array already studied with those of two additional arrays depicted in Figs . 3 and 4. Here , two spacings have been considered , ie , da ...
... maximum power absorption capability has been investigated by comparing the q- factors of the line array already studied with those of two additional arrays depicted in Figs . 3 and 4. Here , two spacings have been considered , ie , da ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
VOLUME IB | 9 |
FLOATING AND MOORED SYSTEMS I | 49 |
Copyright | |
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added mass amplitude analysis boundary breakwater buoy calculated coefficient components computed cylinder damping damping ratio deck device direction displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz floating structure flow fluid free surface function hawser heave horizontal hydrodynamic incident wave increase inertia length linear maximum method mooring line mooring system natural frequency nonlinear North Sea obtained Ocean offshore structures OMAE operations optimal oscillating parameters peak platform predicted pressure pump random waves resonant response Reynolds number riser scale sensor ship shown in Figure simulation solution spectral spectral density spectrum stability surface elevation Table tanker tension theory TPM system transmission coefficient turbine values velocity velocity potential verification vertical vessel water depth wave drift wave energy wave forces wave frequency wave height wave loading wave period wave power wind wire rope