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 88
Page 127
... Displacement envelope curves - y consistence between dynamic displacement and true lengths of elements in linear analysis . Since the real response found from the non - linear analysis is of the same order of magnitude in x and z ...
... Displacement envelope curves - y consistence between dynamic displacement and true lengths of elements in linear analysis . Since the real response found from the non - linear analysis is of the same order of magnitude in x and z ...
Page 363
... Displacement ( D ) 2.5 1.5 0.5 1 2 3 0.10D High Helical Strakes on Rough Pipe Figure 2 : 0.05D High Helical Strake Displacement Results In Figure 2 , the Reynolds number is plotted on the x - axis . It should be noted that there are ...
... Displacement ( D ) 2.5 1.5 0.5 1 2 3 0.10D High Helical Strakes on Rough Pipe Figure 2 : 0.05D High Helical Strake Displacement Results In Figure 2 , the Reynolds number is plotted on the x - axis . It should be noted that there are ...
Page 687
... displacements generally increase with increasing inline displacements . It must be considered , that the displacements were measured after the tests . Thus these displacement data may represent only the impact of the last waves in the ...
... displacements generally increase with increasing inline displacements . It must be considered , that the displacements were measured after the tests . Thus these displacement data may represent only the impact of the last waves in 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