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 436
... applied on the inter - element boundary . The equilibrium of moments is -M + M + 1 = Mi , i + 1 ( 27 ) Then , the discrete natural transition condition of moment equilibrium can be obtained by using the EDQ discretiza- tion to the above ...
... applied on the inter - element boundary . The equilibrium of moments is -M + M + 1 = Mi , i + 1 ( 27 ) Then , the discrete natural transition condition of moment equilibrium can be obtained by using the EDQ discretiza- tion to the above ...
Page 462
tension applied by the draw works ( via the traveling block ) is modeled by means of a point load at the traveling block . Top Drive & Travelling Block 10 ft Bails Elevator 4 ' Lift Sub Lift Frame Chains to support Injector 5 ' Bails ...
tension applied by the draw works ( via the traveling block ) is modeled by means of a point load at the traveling block . Top Drive & Travelling Block 10 ft Bails Elevator 4 ' Lift Sub Lift Frame Chains to support Injector 5 ' Bails ...
Page 618
... applied global curvature . These quantities are defined by differential geometry . The v1 quantity is related to the ... applied . For the Sz element , Hooke's material law in combination with cubic , linear and constant displacement ...
... applied global curvature . These quantities are defined by differential geometry . The v1 quantity is related to the ... applied . For the Sz element , Hooke's material law in combination with cubic , linear and constant displacement ...
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