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 84
Page 87
... experimental analyses were performed fully separately but gave ra- ther close results , as shown in Table 6 , in- dicating that the modal analysis of the two platform models is successful and that the finite element analysis and lumped ...
... experimental analyses were performed fully separately but gave ra- ther close results , as shown in Table 6 , in- dicating that the modal analysis of the two platform models is successful and that the finite element analysis and lumped ...
Page 242
... experimental results . Figure 7 compares the spectra of the incident experimental wave and the simulated wave . Spectral analyses of the theoretical results and experimental data for the tower oscillation and pin loads were also carried ...
... experimental results . Figure 7 compares the spectra of the incident experimental wave and the simulated wave . Spectral analyses of the theoretical results and experimental data for the tower oscillation and pin loads were also carried ...
Page 489
AN EXPERIMENTAL INVESTIGATION OF THE QUASI - STATICS AND DYNAMICS OF A LONG VERTICAL TOW CABLE D. R. Yoerger and M. A. Grosenbaugh Deep Submergence Laboratory , Department of Ocean Engineering Woods Hole Oceanographic Institution Woods ...
AN EXPERIMENTAL INVESTIGATION OF THE QUASI - STATICS AND DYNAMICS OF A LONG VERTICAL TOW CABLE D. R. Yoerger and M. A. Grosenbaugh Deep Submergence Laboratory , Department of Ocean Engineering Woods Hole Oceanographic Institution Woods ...
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