Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 133
... Interaction 10 - Linear Dynamic Analysis 11- Nonlinear Analysis Enter Option : 12- Code Check 13- Marine Applications 14 - Personal Editor 15 - DOS X - Exit MICROSAS VER 1.OT User Name : CLL & CYC Proj . No. : 90354 FIG . 1 Main Menu ...
... Interaction 10 - Linear Dynamic Analysis 11- Nonlinear Analysis Enter Option : 12- Code Check 13- Marine Applications 14 - Personal Editor 15 - DOS X - Exit MICROSAS VER 1.OT User Name : CLL & CYC Proj . No. : 90354 FIG . 1 Main Menu ...
Page 212
... interactions between particles . Therefore , it is assumed that the void ratio - effective pressure rela- tion in ground ... interaction . This transition from a flocculated system to a par- ticle system is identified as the change from ...
... interactions between particles . Therefore , it is assumed that the void ratio - effective pressure rela- tion in ground ... interaction . This transition from a flocculated system to a par- ticle system is identified as the change from ...
Page 327
... interaction of waves with the seabottom . This wave - seabottom interaction results in both an attenuation of wave energy as the waves propagate over the soft soils , as well as the generation of mudslide loads at the platform site ...
... interaction of waves with the seabottom . This wave - seabottom interaction results in both an attenuation of wave energy as the waves propagate over the soft soils , as well as the generation of mudslide loads at the platform site ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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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