Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 2American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 179
... variables which meet strength requirements ( 2 ) and ( 4 ) . An example is presented in the next section . where ... variables . DESIGN EXAMPLE For the design input variables given in the upper part of Table 1 a possible set of design ...
... variables which meet strength requirements ( 2 ) and ( 4 ) . An example is presented in the next section . where ... variables . DESIGN EXAMPLE For the design input variables given in the upper part of Table 1 a possible set of design ...
Page 188
... variables , which are called basic random variables . A safety margin Z is introduced , which is a function of the basic random variables and therefore is also a random variable . The structure fails when Z < 0 , while it is safe when Z ...
... variables , which are called basic random variables . A safety margin Z is introduced , which is a function of the basic random variables and therefore is also a random variable . The structure fails when Z < 0 , while it is safe when Z ...
Page 279
... variables for which a single realisation applies to a large number of components , and the random variables which have separate realisations for each component . The following formulation makes this distinction explicitly . Failure of ...
... variables for which a single realisation applies to a large number of components , and the random variables which have separate realisations for each component . The following formulation makes this distinction explicitly . Failure of ...
Contents
PROBABILISTIC MODELLING OF THE ENVIRONMENT AND RESPONSE | 1 |
A Nonlinear Model | 29 |
Spectral Bandwidth | 59 |
Copyright | |
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Adriatic Sea airgap applied approach assessment assumed calculated capacity coefficient collapse components considered Cook Inlet corrosion crack criteria damage deck defined Det Norske Veritas deterministic developed Dogliani effects Engineering environmental equation escalation estimated evacuation evaluated event explosion extreme value extreme value distribution failure modes failure probability fatigue Figure frequency function Guedes Soares hazard hindcast Hoop Stress hull ignition initial inspection jack-up joint limit linear load mean value measured method mooring nonlinear North Sea offshore structures operation optimisation parameters passive fire protection plate platform predictions pressure probabilistic probability density function probability distribution probability of failure procedure random variables reliability analysis reliability index response riser risk Safety and Reliability safety factors scenarios section modulus ship significant wave height simulation SORM statistical stochastic strength structural reliability Table temperature towing uncertainties vector Weibull distribution wind