Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 2American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 47
... associated wave directions and periods [ 4 ] HS ( m ) HM ( m ) 0 ( ° ) ' 1 10 9.50 16.00 50 11.50 19.50 270-290-310 100 12.40 20.90 TZ ( s ) 2 12-14-16-20-24 TABLE 3.2 - EXTREME WAVE REGIME AT SINES FOR OFFSHORE AND MIDDLE GROUPS ...
... associated wave directions and periods [ 4 ] HS ( m ) HM ( m ) 0 ( ° ) ' 1 10 9.50 16.00 50 11.50 19.50 270-290-310 100 12.40 20.90 TZ ( s ) 2 12-14-16-20-24 TABLE 3.2 - EXTREME WAVE REGIME AT SINES FOR OFFSHORE AND MIDDLE GROUPS ...
Page 454
... associated with this decision criterion : 1. One associated with the different , " incommensurate " values , like value of life , value of assets , value of environment . Since a decision often affects more than one of these values ...
... associated with this decision criterion : 1. One associated with the different , " incommensurate " values , like value of life , value of assets , value of environment . Since a decision often affects more than one of these values ...
Page 513
... associated with high risk caused by deteriorating weather , failure of tow lines or problems associated with wrong decisions made by the operation crew . In order to reduce the risk of failures during offshore marine operations ...
... associated with high risk caused by deteriorating weather , failure of tow lines or problems associated with wrong decisions made by the operation crew . In order to reduce the risk of failures during offshore marine operations ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 57 |
A Naess | 79 |
Copyright | |
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acceptance criteria amplitude applied approach approximation assessment assumed axial force bending blowout buoy calculated coefficient components considered Cook Inlet crack growth defined developed distribution drilling Engineering equation estimated evaluation event extreme value distribution failure paths failure probability fatigue damage fatigue strength Figueira da Foz Figure frequency function given human error inspection installation jet fire joint kurtosis linear marine structures maxima measurements method nonlinear normal normally distributed North Sea Norway obtained offshore construction offshore structures operation parameters passive fire protection performed phase pipe platform prediction pressure probability of failure problem procedure random variables reliability analysis reliability index response risk analysis S-N curve Safety and Reliability safety factors sample scenarios ship significant wave height simulation SINTEF spectra spectrum statistical Statoil stochastic stress Table temperature tether uncertainty Weibull weld