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 34
... wave data . Obtaining the design wave heights for a given return period . • Point and interval estimation of the parameters of the selected model . This paper deals with these problems . In Section 2 we discuss which of the different ...
... wave data . Obtaining the design wave heights for a given return period . • Point and interval estimation of the parameters of the selected model . This paper deals with these problems . In Section 2 we discuss which of the different ...
Page 41
... wave climatology of the Portuguese coast by using extreme sea wave values . Presented here are local ( nearshore ) treatment methods , a specially developed method for transferring nearshore wave values to offshore , locally obtained ...
... wave climatology of the Portuguese coast by using extreme sea wave values . Presented here are local ( nearshore ) treatment methods , a specially developed method for transferring nearshore wave values to offshore , locally obtained ...
Page 43
... wave regime is constituted by extrapolated significant wave heights and maximum wave heights and associated wave periods and wave directions as shown in table 3.2 . These values were arrived at after application of several criteria , as ...
... wave regime is constituted by extrapolated significant wave heights and maximum wave heights and associated wave periods and wave directions as shown in table 3.2 . These values were arrived at after application of several criteria , as ...
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