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 679
... given by wave age Cp | U. , • where ср is the phase speed associated with wind waves with peak frequency σ . It should be noted that the x - values , which are given within a range , are not considered conclusive . Here y = 0.020 will ...
... given by wave age Cp | U. , • where ср is the phase speed associated with wind waves with peak frequency σ . It should be noted that the x - values , which are given within a range , are not considered conclusive . Here y = 0.020 will ...
Page 682
... given wave age cp / U10 the deviation in energy from neutral condition increases as the magnitude of stability z10 / L increases ; and for a given unstable and stable condition the deviation in energy from neutral condition increases as ...
... given wave age cp / U10 the deviation in energy from neutral condition increases as the magnitude of stability z10 / L increases ; and for a given unstable and stable condition the deviation in energy from neutral condition increases as ...
Page 862
... given in terms of an acceptable Fatal Accident Rate ( FAR ) for the risk of personnel and in terms of acceptable frequencies of leaks and outlets of different categories for the risk to the environment . These acceptance criteria ...
... given in terms of an acceptable Fatal Accident Rate ( FAR ) for the risk of personnel and in terms of acceptable frequencies of leaks and outlets of different categories for the risk to the environment . These acceptance criteria ...
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