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 68
... vertical wave impact forces , during the regular head waves with the constant period of 10 sec but with different wave steepness values ( different wave height ) are compared . The dramatic increase in vertical wave impact forces ...
... vertical wave impact forces , during the regular head waves with the constant period of 10 sec but with different wave steepness values ( different wave height ) are compared . The dramatic increase in vertical wave impact forces ...
Page 97
... VERTICAL SLENDER CYLINDER BY TWO DIFFERENT NUMERICAL MODELS H / H См , CD Si y X Ñ. OMAE2006-92135 M. H. Zaman National Research Council Canada Institute for Ocean Technology Kerwin Place PO Box 12093 St. John's , NL , A1B 3T5 , Canada E ...
... VERTICAL SLENDER CYLINDER BY TWO DIFFERENT NUMERICAL MODELS H / H См , CD Si y X Ñ. OMAE2006-92135 M. H. Zaman National Research Council Canada Institute for Ocean Technology Kerwin Place PO Box 12093 St. John's , NL , A1B 3T5 , Canada E ...
Page 382
... vertical relative motions during the third lift phase 4070 Vertical motions - Detall 2 ( 8 = 0 ° ) Figure 9. Zoomed registrations each of 100s duration . At left : Smallest relative motions . Middle : Largest relative motions . At right ...
... vertical relative motions during the third lift phase 4070 Vertical motions - Detall 2 ( 8 = 0 ° ) Figure 9. Zoomed registrations each of 100s duration . At left : Smallest relative motions . Middle : Largest relative motions . At right ...
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