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 75
... maximum credible hurricane ' in the Bay of Campeche . On the basis of meterological considerations , the ' maximum credible ' hurricane was assessed to have a maximum central differential pressure of 110 millibars , a radius to the maximum ...
... maximum credible hurricane ' in the Bay of Campeche . On the basis of meterological considerations , the ' maximum credible ' hurricane was assessed to have a maximum central differential pressure of 110 millibars , a radius to the maximum ...
Page 372
... maximum response predicted in this way is considered to be the design response . This approach is then typically used to predict maximum tension , maximum stress and minimum bend radius ( or maximum curvature ) of a riser which is ...
... maximum response predicted in this way is considered to be the design response . This approach is then typically used to predict maximum tension , maximum stress and minimum bend radius ( or maximum curvature ) of a riser which is ...
Page 411
Maximum Strength ( Str / YS ) 0.6 0.8 1.2 Maximum strength Grade B steel plates - AR variation 0.5 to 1 1 IX - 841.0 10830.75 + -ar 0.5 1 0.9 0.8 0.7 0.6 Maximum Strength ( Str / YS ) T 1.2 1.1 - T Maximum strength Grade B steel plates ...
Maximum Strength ( Str / YS ) 0.6 0.8 1.2 Maximum strength Grade B steel plates - AR variation 0.5 to 1 1 IX - 841.0 10830.75 + -ar 0.5 1 0.9 0.8 0.7 0.6 Maximum Strength ( Str / YS ) T 1.2 1.1 - T Maximum strength Grade B steel plates ...
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