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 767
... risk of delays during deep water pipe - laying operations has been developed within the framework of Quantitative Risk Assessment , and applied to pipe - laying project in the Gulf of Mexico . It is shown that hazards specific to pipe ...
... risk of delays during deep water pipe - laying operations has been developed within the framework of Quantitative Risk Assessment , and applied to pipe - laying project in the Gulf of Mexico . It is shown that hazards specific to pipe ...
Page 871
... risks . For this study , a quantitative approach was selected because quantitative risk values have several advantages over qualitative ranking schemes . First , quantitative risk values can be validated with data . Second , a ...
... risks . For this study , a quantitative approach was selected because quantitative risk values have several advantages over qualitative ranking schemes . First , quantitative risk values can be validated with data . Second , a ...
Page 872
... risk will be calculated numerically from the following equation Risk MO = E [ Max ( TO , TO 2 ... TO ) ] all events where the risk is caclulated by averaging the maximum value in multiple realizations of TO , to TO , that are generated ...
... risk will be calculated numerically from the following equation Risk MO = E [ Max ( TO , TO 2 ... TO ) ] all events where the risk is caclulated by averaging the maximum value in multiple realizations of TO , to TO , that are generated ...
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 collision components computed Copyright corresponding corrosion cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated ETCE/OMAE2000 Joint Conference factor failure fatigue damage Figure finite element fluid force FPSO fractile function Gumbel distribution Haltenbanken heave plate horizontal hydrodynamic increase Joint Conference Energy kurtosis LCVA linear load maximum measured method mode mode shape model tests mooring line mooring system motion natural frequency nonlinear obtained offshore structures Offshore Technology Conference parameters peak pipeline platform prediction pressure probability Proceedings of ETCE/OMAE2000 ratio regular wave response riser Riser Tension rope safety shear ship shown simulation soil Spar spar platform spectral spectrum static stiffener stiffness stress surface surge Table tension values variables velocity vertical vessel vibration Vortex Induced Vibration water depth wavelet wavenumber wind