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 106
... lines . PROBLEM STATEMENT Extensive work has been done comparing frequency versus time domain analysis of floating offshore structures ( Kwan and Bruen , 1991 ... Mooring line properties . Line Properties Unit Platform. Copyright 2006 by ...
... lines . PROBLEM STATEMENT Extensive work has been done comparing frequency versus time domain analysis of floating offshore structures ( Kwan and Bruen , 1991 ... Mooring line properties . Line Properties Unit Platform. Copyright 2006 by ...
Page 107
... Mooring line pretensions ( as built ) . Line Number Unit Pretension 1 KN 2.348.5 2 KN 2.348.5 3 KN 2.357.4 4 KN 2,682.1 5 KN 2,699.9 6 KN 2,708.8 7 KN 2,833.4 8 KN 2,846.7 9 KN 2,846.7 buoyancy cans . Therefore , the TTR tension is not ...
... Mooring line pretensions ( as built ) . Line Number Unit Pretension 1 KN 2.348.5 2 KN 2.348.5 3 KN 2.357.4 4 KN 2,682.1 5 KN 2,699.9 6 KN 2,708.8 7 KN 2,833.4 8 KN 2,846.7 9 KN 2,846.7 buoyancy cans . Therefore , the TTR tension is not ...
Page 390
... mooring system consists of 4 equivalent lines representing the 4 groups of the actual mooring arrangement . The replacing system was designed in such a way to properly comply with the physical properties of each group . In addition ...
... mooring system consists of 4 equivalent lines representing the 4 groups of the actual mooring arrangement . The replacing system was designed in such a way to properly comply with the physical properties of each group . In addition ...
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