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 54
... problem of choosing appropriate models , there is also the more fundamental one of defining the population to be modelled . The following section deals with difficulties involved in the definition of populations of Hs . 3. DEFINITION OF ...
... problem of choosing appropriate models , there is also the more fundamental one of defining the population to be modelled . The following section deals with difficulties involved in the definition of populations of Hs . 3. DEFINITION OF ...
Page 148
... problems , the first problem is a dynamic interaction problem between a rigid body and the surrounding fluid , the second is a structural dynamic problem of the elastic ship structure where rigid body modes are omitted and the influence ...
... problems , the first problem is a dynamic interaction problem between a rigid body and the surrounding fluid , the second is a structural dynamic problem of the elastic ship structure where rigid body modes are omitted and the influence ...
Page 345
... problem is transformed into a series of non - fuzzy optimization problems using different μ - level cuts in fuzzy constraints so as to determine a fuzzy optimum domain in the design space . It is difficult to use the sequential fuzzy ...
... problem is transformed into a series of non - fuzzy optimization problems using different μ - level cuts in fuzzy constraints so as to determine a fuzzy optimum domain in the design space . It is difficult to use the sequential fuzzy ...
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