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 250
... assumed that the peak force per meter breadth Fpeak can now be expressed as the rate of change of linear momentum at the moment the maximum water height H at the deck reaches the structure with a velocity u . max This can be expressed ...
... assumed that the peak force per meter breadth Fpeak can now be expressed as the rate of change of linear momentum at the moment the maximum water height H at the deck reaches the structure with a velocity u . max This can be expressed ...
Page 770
... assumed that this event results in delays which are proportional to the duration of the severe weather . The corresponding wind speeds in excess of 25 m / s ( 50 knots ) and the wave height in excess of 4 m have been assumed . Pipe ...
... assumed that this event results in delays which are proportional to the duration of the severe weather . The corresponding wind speeds in excess of 25 m / s ( 50 knots ) and the wave height in excess of 4 m have been assumed . Pipe ...
Page 840
... assumed that the maximum significant wave height Hs taking these effects into account can modeled by : H1 = H ; + Z S ( 3 ) where Z is a Normally distributed stochastic variable . Z is assumed independent of H. STOCHASTIC MODEL FOR ...
... assumed that the maximum significant wave height Hs taking these effects into account can modeled by : H1 = H ; + Z S ( 3 ) where Z is a Normally distributed stochastic variable . Z is assumed independent of H. STOCHASTIC MODEL FOR ...
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