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 I См , CD ° H / H S ↓. 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 I См , CD ° H / H S ↓. 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 452
... ( vertical ) for embedment ratios ( embedment depth / anchor size ) up to 4. A simple empirical relationship was suggested for predicting the capacity of square anchors at a given orientation . Merifield ( 2003b ) also applied finite ...
... ( vertical ) for embedment ratios ( embedment depth / anchor size ) up to 4. A simple empirical relationship was suggested for predicting the capacity of square anchors at a given orientation . Merifield ( 2003b ) also applied finite ...
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