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 185
RESULTS FOR THE STATISTICAL BOUNDARY The following results ought to be presented : 1. The nominal boundary and the outer confidence boundary . The latter may be defined using the 90 % central confidence interval on the estimated ...
RESULTS FOR THE STATISTICAL BOUNDARY The following results ought to be presented : 1. The nominal boundary and the outer confidence boundary . The latter may be defined using the 90 % central confidence interval on the estimated ...
Page 436
... boundary of two adjacent elements or two discrete natural boundary conditions at the natural boundary . A representative application has been used to the DQEM analysis of flexural deflection of structures [ 10-12 ] . The equilibrium of ...
... boundary of two adjacent elements or two discrete natural boundary conditions at the natural boundary . A representative application has been used to the DQEM analysis of flexural deflection of structures [ 10-12 ] . The equilibrium of ...
Page 437
... boundary with the two adjacent elements having no DOF representing the deflection slopes at the inter - element boundary , Eqs . ( 28 ) and ( 30 ) for all inter - element boundaries , Eq . ( 31 ) for boundary elements with kinematic ...
... boundary with the two adjacent elements having no DOF representing the deflection slopes at the inter - element boundary , Eqs . ( 28 ) and ( 30 ) for all inter - element boundaries , Eq . ( 31 ) for boundary elements with kinematic ...
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 considered Copyright 2006 curve cylinder damping deck diameter displacement dynamic effects Engineering June 4-9 equation experimental fatigue damage floating force frequency domain function heave hull hydrodynamic impact interaction jacket linear LNG carrier matrix maximum measured Mechanics and Arctic method mode mode shapes model tests mooring lines motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics oscillation parameters pile pipe plate platform predicted presented ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table tank Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine