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 85
... platform with foundation mat and presents the results of testing and analysis . Comparisons have been made with ... platform installed in approx . 100 m of water and a jack - up drilling platform with a supporting foundation mat ...
... platform with foundation mat and presents the results of testing and analysis . Comparisons have been made with ... platform installed in approx . 100 m of water and a jack - up drilling platform with a supporting foundation mat ...
Page 87
... PLATFORM MODELS Dynamic displacement responses of the two model platforms at the top were measured when subjected to regular and irregular waves ( JONSWAP waves and P - M waves ) separately in a 40 m by 17.5 m by 1 m basin . As is seen ...
... PLATFORM MODELS Dynamic displacement responses of the two model platforms at the top were measured when subjected to regular and irregular waves ( JONSWAP waves and P - M waves ) separately in a 40 m by 17.5 m by 1 m basin . As is seen ...
Page 152
... PLATFORM / TETHER SIZES AND COSTS Platform and Tether Sizes The platforms for the different tether options have been sized on the basis of a fixed set of geometrical parameters : - Span between column centres = 72m Draught = 35m ...
... PLATFORM / TETHER SIZES AND COSTS Platform and Tether Sizes The platforms for the different tether options have been sized on the basis of a fixed set of geometrical parameters : - Span between column centres = 72m Draught = 35m ...
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