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 44
... and to apply the traditional " allowable stress " approach for the assessment of the structural capability / 8 / . In other words , if the response of the system is divided into a low frequency component and a high frequency one ...
... and to apply the traditional " allowable stress " approach for the assessment of the structural capability / 8 / . In other words , if the response of the system is divided into a low frequency component and a high frequency one ...
Page 536
When all the component pipes have the same external diameter , simple formulae can be established . with a ribbon ... 1 ) , for which all the components lay in the same plane , one besides the other , the hydrodynamic behaviour may be ...
When all the component pipes have the same external diameter , simple formulae can be established . with a ribbon ... 1 ) , for which all the components lay in the same plane , one besides the other , the hydrodynamic behaviour may be ...
Page 538
ba in which p is the curvature radius and , is the torsion of the helix followed by the component pipe , which are given by : cos F , = Fb ( 4-17 ) sin ? ß sin ß sin ? B 1 Р ( 4-8 ) 1 T sin B cos b Using the relations ( 4-13 ) , ( 4-14 ) ...
ba in which p is the curvature radius and , is the torsion of the helix followed by the component pipe , which are given by : cos F , = Fb ( 4-17 ) sin ? ß sin ß sin ? B 1 Р ( 4-8 ) 1 T sin B cos b Using the relations ( 4-13 ) , ( 4-14 ) ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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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 unit vane vessel wave weight wire