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 469
... Spar and its potential advantages over the Classic Spar are presented . Truss Spars use an open framework to support horizontal heave plates that reduce heave motions . The effectiveness of the heave plates is crucial to the heave ...
... Spar and its potential advantages over the Classic Spar are presented . Truss Spars use an open framework to support horizontal heave plates that reduce heave motions . The effectiveness of the heave plates is crucial to the heave ...
Page 512
... spar pitches or moves horizontally , away from the wellhead , this force increases . As the spar moves vertically , a friction force develops which is proportional to the normal force and the coefficient of friction . If the motion is ...
... spar pitches or moves horizontally , away from the wellhead , this force increases . As the spar moves vertically , a friction force develops which is proportional to the normal force and the coefficient of friction . If the motion is ...
Page 513
... spar platform in the Gulf of Mexico , Vioska Knoll Block 826 in September 1996. The water depth is 1930 ft . A Joint Industry Project was formed to place instruments on the spar to measure its motions , riser relative motion and ...
... spar platform in the Gulf of Mexico , Vioska Knoll Block 826 in September 1996. The water depth is 1930 ft . A Joint Industry Project was formed to place instruments on the spar to measure its motions , riser relative motion and ...
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