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 281
... given in Ref . [ 2 ] . Throughout the development of the prediction methods given in this paper the following main assumptions are made : a ) Wave and motion amplitudes are small . Airy wave theory is adopted . b ) The tower can be ...
... given in Ref . [ 2 ] . Throughout the development of the prediction methods given in this paper the following main assumptions are made : a ) Wave and motion amplitudes are small . Airy wave theory is adopted . b ) The tower can be ...
Page 308
... given set of identified complex modes , provided that the mass matrix is known . This given set of complex modes is assumed to have been identified from response measurements records of the structure under consideration as illustrated ...
... given set of identified complex modes , provided that the mass matrix is known . This given set of complex modes is assumed to have been identified from response measurements records of the structure under consideration as illustrated ...
Page 481
... given of some important aspects of the linear theory for the vibration of horizontal and inclined slack cables and the important differences between the two cases are pointed out . Examples are given of the analytical and computational ...
... given of some important aspects of the linear theory for the vibration of horizontal and inclined slack cables and the important differences between the two cases are pointed out . Examples are given of the analytical and computational ...
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