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 211
... FRAME SECTION MODULUS Case B ( Rules ) based on M based on M2 Case A ( Guide ) 2.64 > 10 1.75 > 10 The section modulus requirements for the upper and lower brackets of the frame are based on the same M , and M2 as the side frames ...
... FRAME SECTION MODULUS Case B ( Rules ) based on M based on M2 Case A ( Guide ) 2.64 > 10 1.75 > 10 The section modulus requirements for the upper and lower brackets of the frame are based on the same M , and M2 as the side frames ...
Page 225
... frame in an offshore production ship is carried out . The ultimate transverse strength is obtained by calculating the ultimate pressure load which is related to the dynamic pressure by an ultimate dynamic load factor . Two load cases ...
... frame in an offshore production ship is carried out . The ultimate transverse strength is obtained by calculating the ultimate pressure load which is related to the dynamic pressure by an ultimate dynamic load factor . Two load cases ...
Page 226
... frames within the midship tank . The frame spacing distance is 3.7 m . The length of the midship tank is 18.5 m . The midship transverse frame is illustrated in Fig . 2 . O structures , DnV ( 1988 ) . ( 2 ) a hybrid beam - membrane ...
... frames within the midship tank . The frame spacing distance is 3.7 m . The length of the midship tank is 18.5 m . The midship transverse frame is illustrated in Fig . 2 . O structures , DnV ( 1988 ) . ( 2 ) a hybrid beam - membrane ...
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