Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 45
... motion on horizontally arbitrary shaped very large floating structures . We consider two kinds of motion , those are , one is vertically elastic behavior and another one is horizontal motion . Then the second order difference - frequency ...
... motion on horizontally arbitrary shaped very large floating structures . We consider two kinds of motion , those are , one is vertically elastic behavior and another one is horizontal motion . Then the second order difference - frequency ...
Page 165
Surge motion ( m ) Barge / TLP surge motion ( m ) -10 10 FIGURE 3 : TLP / barge decay motion from " Swim " . Identical initial displacement . Comparison of TLP / barge slow drift surge motion FIGURE 5 : TLP / barge decay motion from ...
Surge motion ( m ) Barge / TLP surge motion ( m ) -10 10 FIGURE 3 : TLP / barge decay motion from " Swim " . Identical initial displacement . Comparison of TLP / barge slow drift surge motion FIGURE 5 : TLP / barge decay motion from ...
Page 372
... motion from the mooring analysis is used as a prescribed boundary condition for the riser top connection , also illustrated in Figure 3. The associated irregular seas realization is also input to the riser analysis to maintain ...
... motion from the mooring analysis is used as a prescribed boundary condition for the riser top connection , also illustrated in Figure 3. The associated irregular seas realization is also input to the riser analysis to maintain ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assessment Bay of Campeche beam bending calculated catenary coefficient components computed Copyright cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated factor failure fatigue damage fiber ropes Figure finite element finite element analysis fluid FPSO function guideline Haltenbanken heave plate horizontal hydrodynamic irregular waves Joint Conference Energy linear load maximum measured method mode mode shape model tests mooring line mooring system motion nonlinear obtained offshore structures Offshore Technology Offshore Technology Conference parameters peak pipeline platform prediction pressure ratio response riser riser tension rogue wave S-N curve safety sea floor sensors shear shear modulus ship shown simulation soil soliton Spar spar platform spectral spectrum stiffener stiffness strength suction surface surge Table tanker tension variables velocity vertical vessel vibration water depth wave height wavelet wavenumber wind