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 140
... dynamic relaxation algorithms not only overcame the limitations imposed by the classic catenary equations to the ... Dynamic Relaxation Method were presented , one implicit and another explicit . Both formulations have presented good ...
... dynamic relaxation algorithms not only overcame the limitations imposed by the classic catenary equations to the ... Dynamic Relaxation Method were presented , one implicit and another explicit . Both formulations have presented good ...
Page 194
... Dynamic soil reaction for plane strain case . Journal of the Engineering Mechanics Division , ASCE , 104 , 953-959 . [ 9 ] Nogami , T. , Konagai , K. , Otani , J. , Chen , H.L. 1992. Nonlinear soil - pile interaction model for dynamic ...
... Dynamic soil reaction for plane strain case . Journal of the Engineering Mechanics Division , ASCE , 104 , 953-959 . [ 9 ] Nogami , T. , Konagai , K. , Otani , J. , Chen , H.L. 1992. Nonlinear soil - pile interaction model for dynamic ...
Page 317
... dynamic response profile of foundation footing on a deformable porous soft bed . W ( m ) amplitude of response x 10 7.55 7.5 a = 80m ; b = 6m 7.45- 8 , = 0 8,0.1he 8 , = 0.2h 8 , 0.3hp 8 , -hp 7.4 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 Poisson ...
... dynamic response profile of foundation footing on a deformable porous soft bed . W ( m ) amplitude of response x 10 7.55 7.5 a = 80m ; b = 6m 7.45- 8 , = 0 8,0.1he 8 , = 0.2h 8 , 0.3hp 8 , -hp 7.4 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 Poisson ...
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