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 41
... extreme sea wave values . Presented here are local ( nearshore ) treatment methods , a specially developed method for transferring nearshore wave values to offshore , locally obtained extreme waves and the corresponding offshore values ...
... extreme sea wave values . Presented here are local ( nearshore ) treatment methods , a specially developed method for transferring nearshore wave values to offshore , locally obtained extreme waves and the corresponding offshore values ...
Page 117
... extreme 100 year design sea state . The extreme value distribution estimated will include inherent and statistical uncertainty for the total load effect while measurement and model uncertainties are ignored . INTRODUCTION Recently ...
... extreme 100 year design sea state . The extreme value distribution estimated will include inherent and statistical uncertainty for the total load effect while measurement and model uncertainties are ignored . INTRODUCTION Recently ...
Page 190
... EXTREME STRESS AND ULTIMATE STRENGTH The failure mode considered in this section is fracture of the tethers under the action of the extreme load , i.e. , the largest load anticipated during the service life of the structure . The Extreme ...
... EXTREME STRESS AND ULTIMATE STRENGTH The failure mode considered in this section is fracture of the tethers under the action of the extreme load , i.e. , the largest load anticipated during the service life of the structure . The Extreme ...
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