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 148
... response experienced by the riser in the transverse direction . The trace of the maximum responses at each station was calculated after a period equal to 35 x wave periods had elapsed . Three different phases for the VIV forces ( steady ...
... response experienced by the riser in the transverse direction . The trace of the maximum responses at each station was calculated after a period equal to 35 x wave periods had elapsed . Three different phases for the VIV forces ( steady ...
Page 576
... response and dynamic tension level of the SEASTAR and spar . However , the heave response is somewhat affected in both , but again , heave being negligible , it is of no consequence . A pitch response comparison for a constant CG ...
... response and dynamic tension level of the SEASTAR and spar . However , the heave response is somewhat affected in both , but again , heave being negligible , it is of no consequence . A pitch response comparison for a constant CG ...
Page 581
... response . Inclusion of these terms is expected to improve the prediction . Response of the spar platform in unidirectional random waves and linear current is presented next . The surge and pitch response time histories are shown in ...
... response . Inclusion of these terms is expected to improve the prediction . Response of the spar platform in unidirectional random waves and linear current is presented next . The surge and pitch response time histories are shown in ...
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