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 36
... shows frequency responses of the water sur- face elevation amplitude at x = 0. The number of the peak responses does not depend on Ax / L . Each bandwidth of the peak responses becomes wide and some peak amplitudes become small as the ...
... shows frequency responses of the water sur- face elevation amplitude at x = 0. The number of the peak responses does not depend on Ax / L . Each bandwidth of the peak responses becomes wide and some peak amplitudes become small as the ...
Page 384
... shows ve- locity stream - ribbons about the bare cylinder in which one of the stream - ribbons is trapped in the vortex core downstream of the cylinder . This vortex core is slightly slanted away from the cylinder surface indicating a ...
... shows ve- locity stream - ribbons about the bare cylinder in which one of the stream - ribbons is trapped in the vortex core downstream of the cylinder . This vortex core is slightly slanted away from the cylinder surface indicating a ...
Page 418
... shows the comparison of the P - 8 responses between a one - quarter symmetric model and a full model for a joint with a thin stiffener ( a , / t , = 25 ) . Figure 4 shows the deformed shape of the thin stiffener for the full and one ...
... shows the comparison of the P - 8 responses between a one - quarter symmetric model and a full model for a joint with a thin stiffener ( a , / t , = 25 ) . Figure 4 shows the deformed shape of the thin stiffener for the full and one ...
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