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 163
... defined as Tia = - OV , EA ( Y2 - Y1q ) EA ( Y29 - Yig ) . oy 19 = - У L1 У ( 2 ) where q may be 1 , 2 , 3 ; corresponding to global Global coordinates x , y , z respectively . The 3 × 3 extensional tangent stiffness matrix for node 1 ...
... defined as Tia = - OV , EA ( Y2 - Y1q ) EA ( Y29 - Yig ) . oy 19 = - У L1 У ( 2 ) where q may be 1 , 2 , 3 ; corresponding to global Global coordinates x , y , z respectively . The 3 × 3 extensional tangent stiffness matrix for node 1 ...
Page 211
... defined on each element , the transition conditions defined on the inter- element boundary of two adjacent elements and the boundary conditions of the beam . Numerical results solved by the devel- oped numerical algorithm are presented ...
... defined on each element , the transition conditions defined on the inter- element boundary of two adjacent elements and the boundary conditions of the beam . Numerical results solved by the devel- oped numerical algorithm are presented ...
Page 618
... defined . From Eq . ( 12 ) it is seen that the second order derivative with respect to x is required for the initial local curvature K3 , which is taken to be continous . Moreover , the angle 0 is defined to be periodic and have a ...
... defined . From Eq . ( 12 ) it is seen that the second order derivative with respect to x is required for the initial local curvature K3 , which is taken to be continous . Moreover , the angle 0 is defined to be periodic and have a ...
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