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
... maximum 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 ...
... maximum 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 ...
Page 511
... maximum accelerations for different launching parameters of a hook - launching free - fall lifeboat . It is to be ... maximum normal and axial accelerations evaluated for different falling heights ranging from 1 to 4 meters . The falling ...
... maximum accelerations for different launching parameters of a hook - launching free - fall lifeboat . It is to be ... maximum normal and axial accelerations evaluated for different falling heights ranging from 1 to 4 meters . The falling ...
Page 671
... maximum bending moment and also because of the density of upper layer is loose . D , ( cm ) Ma ( kg * cm ) HɅ Soil ... Maximum Bending Moment ( L / D = 30 ) for the depth of Max . Bending Moment ( L / D = 17.5 ) for the Maximum Bending ...
... maximum bending moment and also because of the density of upper layer is loose . D , ( cm ) Ma ( kg * cm ) HɅ Soil ... Maximum Bending Moment ( L / D = 30 ) for the depth of Max . Bending Moment ( L / D = 17.5 ) for the Maximum Bending ...
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