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 150
... SELECTION OF TETHER OPTIONS In selecting tether concepts for the present study , all materials and designs considered are in existence or are thought to be capable of implementation within the next decade given sufficient development ...
... SELECTION OF TETHER OPTIONS In selecting tether concepts for the present study , all materials and designs considered are in existence or are thought to be capable of implementation within the next decade given sufficient development ...
Page 320
... selection are thick- ness and diameter of holes . Former one is determined by the condition that certain amount of filtrated water can be drained on time during construction period ; the later one is provided in avoiding loss of soil ...
... selection are thick- ness and diameter of holes . Former one is determined by the condition that certain amount of filtrated water can be drained on time during construction period ; the later one is provided in avoiding loss of soil ...
Page 412
... selection was based on historic data for failure of subsea tree components and of the necessity to have replaceable ... selected . This arrangement meets all the requirements previously stated . REMOVABLE COMPONENTS When selecting the ...
... selection was based on historic data for failure of subsea tree components and of the necessity to have replaceable ... selected . This arrangement meets all the requirements previously stated . REMOVABLE COMPONENTS When selecting the ...
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