Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |
From inside the book
Results 1-3 of 74
Page 198
... Energy ( N.M ) 1.20E + 06 1.00E + 06 8.00E + 05 6.00E + 05 4.00E + 05 2.00E + 05 0.00E + 00 Broad side Impact 44 45 46 47 48 Stern Impact 49 50 Time ( sec ) Figure 4- The schematic of second wave crest propagation into impacted member ...
... Energy ( N.M ) 1.20E + 06 1.00E + 06 8.00E + 05 6.00E + 05 4.00E + 05 2.00E + 05 0.00E + 00 Broad side Impact 44 45 46 47 48 Stern Impact 49 50 Time ( sec ) Figure 4- The schematic of second wave crest propagation into impacted member ...
Page 572
... energy of damping is zero . One may call Eqn . ( 44 ) the conjugate Hamil- ton's equation . In Eqn . ( 44 ) contrary to the extended Hamilton's principle , Eqn . ( 39 ) , both the operator and the integrand are anti- symmetric ...
... energy of damping is zero . One may call Eqn . ( 44 ) the conjugate Hamil- ton's equation . In Eqn . ( 44 ) contrary to the extended Hamilton's principle , Eqn . ( 39 ) , both the operator and the integrand are anti- symmetric ...
Page 665
... energy NEULLENG Figure 1. SHIP TO SHIP COLLISION TEST ductile I shared - energy strength design design design ship OWT relative stiffness If the ship hits the OWT not with its center of gravity , the ship is going to rotate about the ...
... energy NEULLENG Figure 1. SHIP TO SHIP COLLISION TEST ductile I shared - energy strength design design design ship OWT relative stiffness If the ship hits the OWT not with its center of gravity , the ship is going to rotate about the ...
Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692055 | 23 |
Copyright | |
83 other sections not shown
Other editions - View all
Common terms and phrases
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