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 423
Furthermore , it is normally assumed that the collision force vector goes through the centre of gravity of the vessel . This means that the kinetic energy of the vessel just before the impact shall be absorbed by local elastic - plastic ...
Furthermore , it is normally assumed that the collision force vector goes through the centre of gravity of the vessel . This means that the kinetic energy of the vessel just before the impact shall be absorbed by local elastic - plastic ...
Page 423
Furthermore , it is normally assumed that the collision force vector goes through the centre of gravity of the vessel . This means that the kinetic energy of the vessel just before the impact shall be absorbed by local elastic - plastic ...
Furthermore , it is normally assumed that the collision force vector goes through the centre of gravity of the vessel . This means that the kinetic energy of the vessel just before the impact shall be absorbed by local elastic - plastic ...
Page 424
Equations of Motion for the Vessel The equations of motion for the vessel are expressed in a coordinate system moving with the vessel and with its origin at midship , see Fig . 2 . Vg - Vso . Vp = 0 PHASE 1 Vg = Ve < Vso PHASE 2 comow ...
Equations of Motion for the Vessel The equations of motion for the vessel are expressed in a coordinate system moving with the vessel and with its origin at midship , see Fig . 2 . Vg - Vso . Vp = 0 PHASE 1 Vg = Ve < Vso PHASE 2 comow ...
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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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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