Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 91
Page 165
... static force levels determined from a design regular wave . This approach is suitable for stiff structures in which dynamic and static design force levels almost occur simultaneously . Therefore , as long as the magnitudes of the ...
... static force levels determined from a design regular wave . This approach is suitable for stiff structures in which dynamic and static design force levels almost occur simultaneously . Therefore , as long as the magnitudes of the ...
Page 169
... static Calculate Global Responses Derive DAFs from response spectra Dyn Regular wave time domain analysis Generate BS and BS OTM transfer funtion & Static OTM Select a design regular wave Obtain static BS & OTM from a design regular ...
... static Calculate Global Responses Derive DAFs from response spectra Dyn Regular wave time domain analysis Generate BS and BS OTM transfer funtion & Static OTM Select a design regular wave Obtain static BS & OTM from a design regular ...
Page 234
... static moduli reduction curve falls below the dynamic curve . This is similar to other investigators findings ( 32,33 ) , in which empirical relations or low frequency torsional shear test data were compared with resonant column test ...
... static moduli reduction curve falls below the dynamic curve . This is similar to other investigators findings ( 32,33 ) , in which empirical relations or low frequency torsional shear test data were compared with resonant column test ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
37 other sections not shown
Other editions - View all
Common terms and phrases
analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire