Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 569
MODELLING THE EXTERIOR FLOW FIELD The exterior flow field is described by a velocity potential which satisfies Laplace's equation . For each wave frequency the total potential may be written in terms of the separate potentials for the ...
MODELLING THE EXTERIOR FLOW FIELD The exterior flow field is described by a velocity potential which satisfies Laplace's equation . For each wave frequency the total potential may be written in terms of the separate potentials for the ...
Page 583
20 3.5 4.0 Measured Potential Inc. Viscous 3.0 Measured Potential Inc. Viscous Measured Potential Inc. Viscous 1.6 o 2.5 3.0 1.2 2.0 Non - dim . Heave Response Non - dim . Pitch Response 1.5 2.0 0.8 1.0 - 0.4 - 1.0 0.5 3 4 5 7 8 9 4 0.0 ...
20 3.5 4.0 Measured Potential Inc. Viscous 3.0 Measured Potential Inc. Viscous Measured Potential Inc. Viscous 1.6 o 2.5 3.0 1.2 2.0 Non - dim . Heave Response Non - dim . Pitch Response 1.5 2.0 0.8 1.0 - 0.4 - 1.0 0.5 3 4 5 7 8 9 4 0.0 ...
Page 584
2.0 3.5 4.0 --- Measured Potential Inc. Viscous 3.0 Measured Potential Inc. Viscous Measured Potential Inc. Viscous 1.6 2.5 3.0 1.2 . 2.0 O 0.8 2.0 1.5 - 1.0 0.4 1.0 0.5 0 O o 1 2 3 7 8 9 10 1 2 0.0 0 5 6 Non - dim .
2.0 3.5 4.0 --- Measured Potential Inc. Viscous 3.0 Measured Potential Inc. Viscous Measured Potential Inc. Viscous 1.6 2.5 3.0 1.2 . 2.0 O 0.8 2.0 1.5 - 1.0 0.4 1.0 0.5 0 O o 1 2 3 7 8 9 10 1 2 0.0 0 5 6 Non - dim .
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Contents
COMPLIANT STRUCTURES | 313 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
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amplitude analysis applied approach array axial barge beam bending buoyancy cable calculated coefficient combination compared configuration considered corresponding curvature curve damping defined depth determined developed direction displacement distribution drag dynamic effects element Engineering equation estimated extreme factor fatigue Figure flexible riser flow force frequency function geometry given height important increase interaction length linear load marine mass matrix maximum mean measured method mode mooring motion natural Non-dim nonlinear normal obtained offshore operation parameters performed period phase pile platform position Potential predicted present problem production programs ratio REFERENCES relative represents respectively response riser rotating seas selection ship shown shows simulation soil solution static stiffness strain stress structure surface Table tension tests values vector vertical vessel wave wind