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 207
... plates Calculation Test No heave plate .6 5 plates 3 plates 2 2 4 6 Plate Spacing / Plate length ( H / L ) Figure 3. ADDED MASS RATIO . Plate Force RAO 50 3 plates 5 plates 000 7 plates 40 9 plates 30 20 10 8 10 0 5 10 15 20 Period ...
... plates Calculation Test No heave plate .6 5 plates 3 plates 2 2 4 6 Plate Spacing / Plate length ( H / L ) Figure 3. ADDED MASS RATIO . Plate Force RAO 50 3 plates 5 plates 000 7 plates 40 9 plates 30 20 10 8 10 0 5 10 15 20 Period ...
Page 452
... plate anchors ( e.g. . Meyerhof , 1973 ; Das and Puri , 1989 and Merifield , 2003b ) . Das and Puri ( 1989 ) conducted a series of square anchor tests in clay with an average undrained shear strength of 42.1 kPa . Pullout tests were ...
... plate anchors ( e.g. . Meyerhof , 1973 ; Das and Puri , 1989 and Merifield , 2003b ) . Das and Puri ( 1989 ) conducted a series of square anchor tests in clay with an average undrained shear strength of 42.1 kPa . Pullout tests were ...
Page 586
... plate reached the fatigue critical level . The plate thickness has to be increased in order to gain the fatigue life back . These studies confirmed that the plate thickness is the major dominant factor affecting fatigue life , while ...
... plate reached the fatigue critical level . The plate thickness has to be increased in order to gain the fatigue life back . These studies confirmed that the plate thickness is the major dominant factor affecting fatigue life , while ...
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 Copyright 2006 curve cylinder damping deck diameter displacement drag coefficient dynamic effects Engineering June 4-9 equation experimental fatigue damage floating frequency domain function heave plates hull hydrodynamic impact interaction jacket linear matrix maximum measured Mechanics and Arctic method mode model tests motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics offshore structures OMAE2006 25th International oscillation parameters pile pipe predicted presented Proceedings of OMAE2006 ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine