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
ABSTRACT INTRODUCTION Compliant Tower analysis and design have become important with the prospects of deepwater production . The Compliant Tower is a concept that is designed with a long fundamental period of response compared with the ...
ABSTRACT INTRODUCTION Compliant Tower analysis and design have become important with the prospects of deepwater production . The Compliant Tower is a concept that is designed with a long fundamental period of response compared with the ...
Page 242
Articulated Tower A wave tank test was performed on a model of an articulated tower . The tower resembled the Mobil Statfjord " B " in the North Sea . The tower was instrumented to measure the dynamic motion of the tower as well as the ...
Articulated Tower A wave tank test was performed on a model of an articulated tower . The tower resembled the Mobil Statfjord " B " in the North Sea . The tower was instrumented to measure the dynamic motion of the tower as well as the ...
Page 258
the shear and torsional force transfer between various tower segments under extreme conditions . was presented . A single articulation along the tower length was proposed . The articulation was provided by means of long ungrouted piles ...
the shear and torsional force transfer between various tower segments under extreme conditions . was presented . A single articulation along the tower length was proposed . The articulation was provided by means of long ungrouted piles ...
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Contents
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
PIPELINES | 40 |
Copyright | |
38 other sections not shown
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analysis angle applied assumed axial bending cable calculated characteristics clay coefficient components Conference considered core cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation field Figure flow forces frequency function geometry given included increase installation International length limit linear load lower mass material matrix maximum measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position predicted presented pressure problem production range ratio REFERENCES response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel void ratio wave weight wire