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 79
... platform . This requires less platform buoyancy to support the lines , which reduces platform costs as well as forces on the platform . Or alternatively , this permits an increase in platform payload . Less obvious advantages stem from ...
... platform . This requires less platform buoyancy to support the lines , which reduces platform costs as well as forces on the platform . Or alternatively , this permits an increase in platform payload . Less obvious advantages stem from ...
Page 348
... platform oscillating about the mean position in uniform water depth . The platform is subjected to regular waves . The water depth does not affect the motion study as the platform is considered to be freely floating . Only the effect of ...
... platform oscillating about the mean position in uniform water depth . The platform is subjected to regular waves . The water depth does not affect the motion study as the platform is considered to be freely floating . Only the effect of ...
Page 350
... platform . The optimum value of the equivalent liquid damping depends on a number of factors including area ratio ( r ) , head loss coefficient ( 8 ) , standard deviation of velocity of liquid column ( σ , ) , magnitude of excitation of ...
... platform . The optimum value of the equivalent liquid damping depends on a number of factors including area ratio ( r ) , head loss coefficient ( 8 ) , standard deviation of velocity of liquid column ( σ , ) , magnitude of excitation of ...
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