Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |
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Page 183
... distribution of the n different vector lengths , one for each ensemble , depends on the underlying stochastic process and the number of maximas ( peaks ) , m , within the ensemble . For large m , the asymptotic limit distribution is ...
... distribution of the n different vector lengths , one for each ensemble , depends on the underlying stochastic process and the number of maximas ( peaks ) , m , within the ensemble . For large m , the asymptotic limit distribution is ...
Page 184
... distribution for further work must be chosen . Since there are strong theoretical and empirical reasons for the Gumbel distribution , the Gumbel distribution is the primary model unless the associated p - value is very low . If lower ...
... distribution for further work must be chosen . Since there are strong theoretical and empirical reasons for the Gumbel distribution , the Gumbel distribution is the primary model unless the associated p - value is very low . If lower ...
Page 491
... Distribution of residual stresses at saddle position . Fig . 15 represents the distribution of the residual stresses from crown to saddle position along the weld line for TT - joint . In this figure SX , SY and SZ are the normal ...
... Distribution of residual stresses at saddle position . Fig . 15 represents the distribution of the residual stresses from crown to saddle position along the weld line for TT - joint . In this figure SX , SY and SZ are the normal ...
Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692055 | 23 |
Copyright | |
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25th International Conference added mass amplitude analysis applied Arctic Engineering June ASME axial behavior bending bending moment boundary caisson calculated catenary coefficients collision computed Conference on Offshore configuration Copyright 2006 curve cylinder damping deck diameter displacement drag coefficient dynamic effects Engineering June 4-9 equation experimental fatigue damage floating frequency domain function heave plates hull hydrodynamic impact interaction jacket linear matrix maximum measured Mechanics and Arctic method mode model tests motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics offshore structures OMAE2006 25th International oscillation parameters pile pipe predicted presented Proceedings of OMAE2006 ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine