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
... figure 2. The origin is at the center of the array of plates . Figure 3 ( a ) 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 ...
... figure 2. The origin is at the center of the array of plates . Figure 3 ( a ) 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 ...
Page 384
... [ Figure 6 ( b ) ] with the main difference between the two being that it took longer for the L / D = 10 case to ... Figure 8. This Figure shows ve- locity stream - ribbons about the bare cylinder in which one of the stream - ribbons is ...
... [ Figure 6 ( b ) ] with the main difference between the two being that it took longer for the L / D = 10 case to ... Figure 8. This Figure shows ve- locity stream - ribbons about the bare cylinder in which one of the stream - ribbons is ...
Page 464
... Figure 3 . in dubbedes Figure 3. A Stokes 5th order wave surface . The wave surface in Figure 3 corresponds to a wave height of 24.3 meter and a wave period of 14.6 seconds . The water depth is 46 meter . The crest height is 16.2 meter ...
... Figure 3 . in dubbedes Figure 3. A Stokes 5th order wave surface . The wave surface in Figure 3 corresponds to a wave height of 24.3 meter and a wave period of 14.6 seconds . The water depth is 46 meter . The crest height is 16.2 meter ...
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