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 157
... load on Shock cell ( kips ) 900 800 700 600 500 400 300 200 Min Load @ SS1 Min load @ SS2 Min load @ SS3 Min load @ SS4 -Max load @ SS1 Max load @ SS2 100 Max load SS3 Max load @ SS4 7000 4.5 → T = 12 s -T = 10 s 6000 4.0 5000 4000 ...
... load on Shock cell ( kips ) 900 800 700 600 500 400 300 200 Min Load @ SS1 Min load @ SS2 Min load @ SS3 Min load @ SS4 -Max load @ SS1 Max load @ SS2 100 Max load SS3 Max load @ SS4 7000 4.5 → T = 12 s -T = 10 s 6000 4.0 5000 4000 ...
Page 243
... load is somewhat smaller than the horisontal load , 67 MN for d = 150.1 m and 80 MN for d = 151.6 m , respectively ( d denotes wa- ter depth ) . The minimum load , which is negative ( suction ) , is some 50-65 % the value of the maximum ...
... load is somewhat smaller than the horisontal load , 67 MN for d = 150.1 m and 80 MN for d = 151.6 m , respectively ( d denotes wa- ter depth ) . The minimum load , which is negative ( suction ) , is some 50-65 % the value of the maximum ...
Page 266
1- Gravity Load 2- Lateral Environmental Load ( Wave Load ) The gravity load is the load transferred from the deck to the jacket and acts as a constant load . The lateral wave load is the load , which would push the structure to its ...
1- Gravity Load 2- Lateral Environmental Load ( Wave Load ) The gravity load is the load transferred from the deck to the jacket and acts as a constant load . The lateral wave load is the load , which would push the structure to its ...
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