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 213
... considered are those arising from green water on deck . The second portion is the required moment of inertia for these cross deck beams , which was developed based on buckling considerations . Therefore , this formulation should not ...
... considered are those arising from green water on deck . The second portion is the required moment of inertia for these cross deck beams , which was developed based on buckling considerations . Therefore , this formulation should not ...
Page 228
... considered , but is not less than 1/4 of the ship breadth B , L is the ship length , and f is the vertical distance from the waterline to the top of the ship side at the transverse section considered . required by NPD will be excluded ...
... considered , but is not less than 1/4 of the ship breadth B , L is the ship length , and f is the vertical distance from the waterline to the top of the ship side at the transverse section considered . required by NPD will be excluded ...
Page 247
... considered as random variables are the initial crack size , the loading and the material parameter m . The distribution of a and m is considered to be a normal distribution and for the wave loading it is assumed to be an exponential ...
... considered as random variables are the initial crack size , the loading and the material parameter m . The distribution of a and m is considered to be a normal distribution and for the wave loading it is assumed to be an exponential ...
Contents
PROBABILISTIC MODELLING OF THE ENVIRONMENT AND RESPONSE | 1 |
A Nonlinear Model | 29 |
Spectral Bandwidth | 59 |
Copyright | |
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Adriatic Sea airgap amplitude 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