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 97
Page 1
... Mooring System is unique in that it is the first permanent mooring system to be designed to withstand hurricane conditions and be fully classed by A.B.S. This paper discusses the design methodology of the system which includes codes ...
... Mooring System is unique in that it is the first permanent mooring system to be designed to withstand hurricane conditions and be fully classed by A.B.S. This paper discusses the design methodology of the system which includes codes ...
Page 5
... mooring components . Two large anchor handling vessels were used for the installation of the mooring legs . One leg was deployed at a time with the primary installation vessel returning to the Base Port to load - out mooring components ...
... mooring components . Two large anchor handling vessels were used for the installation of the mooring legs . One leg was deployed at a time with the primary installation vessel returning to the Base Port to load - out mooring components ...
Page 237
... mooring lines , fenders , and an axisymmetrical articulated tower . The analysis is carried out in the time domain ... mooring line is determined from a load - strain table for the line . Rigid mooring arms can be analyzed by allowing ...
... mooring lines , fenders , and an axisymmetrical articulated tower . The analysis is carried out in the time domain ... mooring line is determined from a load - strain table for the line . Rigid mooring arms can be analyzed by allowing ...
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