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 480
... tendon tension and down- stroke time histories for the tendon next to the removed one is shown in Fig . 8 and Fig 9 , respectively . It can be seen that maximum tendon tension has significantly increased ( 11,500 kips ) , however , it ...
... tendon tension and down- stroke time histories for the tendon next to the removed one is shown in Fig . 8 and Fig 9 , respectively . It can be seen that maximum tendon tension has significantly increased ( 11,500 kips ) , however , it ...
Page 481
... tendon tension than the RTLP ( negative hydrostatic restoring moment ) . 8000 Bottom Tendon Tension ( kips ) 6000 4000 2000 120 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 Time ( sec ) Figure 12 Down - wave Tendon Down ...
... tendon tension than the RTLP ( negative hydrostatic restoring moment ) . 8000 Bottom Tendon Tension ( kips ) 6000 4000 2000 120 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 Time ( sec ) Figure 12 Down - wave Tendon Down ...
Page 482
... Tendon top tensions are reported . Bottom Tendon Tension ( kips ) 12000 8000 4000 -1000 12000 8000 4000 T11 - Up - Wave Tendon 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 T21- Off - Diagnal Tendon 1000 2000 3000 4000 5000 ...
... Tendon top tensions are reported . Bottom Tendon Tension ( kips ) 12000 8000 4000 -1000 12000 8000 4000 T11 - Up - Wave Tendon 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 T21- Off - Diagnal Tendon 1000 2000 3000 4000 5000 ...
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