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 143
It will be noted that as tooth fillet radius increases , the SCF decreases for a given ratio of axial load to tooth load . This result is not as obvious as it may first appear since increasing the tooth fillet radius increases the tooth ...
It will be noted that as tooth fillet radius increases , the SCF decreases for a given ratio of axial load to tooth load . This result is not as obvious as it may first appear since increasing the tooth fillet radius increases the tooth ...
Page 308
ESTIMATION OF DAMPING AND STIFFNESS MATRICES In this section , we will show that the damping matrix , C , and the stiffness matrix , K , can readily be extracted from a given set of identified complex modes , provided that the mass ...
ESTIMATION OF DAMPING AND STIFFNESS MATRICES In this section , we will show that the damping matrix , C , and the stiffness matrix , K , can readily be extracted from a given set of identified complex modes , provided that the mass ...
Page 379
This be vizualized as a travelling wave inside eryelope given by the product of the sine term and x Using finite number of terms , the 3 matrices M , Ç and K may now be generated and the eigenvalues determined by standard methods .
This be vizualized as a travelling wave inside eryelope given by the product of the sine term and x Using finite number of terms , the 3 matrices M , Ç and K may now be generated and the eigenvalues determined by standard methods .
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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 unit vane vessel wave weight wire