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 86
... masses of the four jacket legs were proportionally distributed to and superposed on the individual floors , there by forming the mass matrix ( M ) of the lumped mass structure with which to replace the mass matrix of the original ...
... masses of the four jacket legs were proportionally distributed to and superposed on the individual floors , there by forming the mass matrix ( M ) of the lumped mass structure with which to replace the mass matrix of the original ...
Page 337
... Mass Our experimental results show that during satura- tion of a frozen clay block mass , the surface part of the block will be soon melt and consequently collapse . The collapse particles will fill in the pores of the block mass and ...
... Mass Our experimental results show that during satura- tion of a frozen clay block mass , the surface part of the block will be soon melt and consequently collapse . The collapse particles will fill in the pores of the block mass and ...
Page 487
... mass and the added mass . The added mass term affects only the transverse motions of the cable ( in- plane and out - of - plane ) and not the longitudinal or tangential motions . Thus in order to derive a complete dynamic analysis of a ...
... mass and the added mass . The added mass term affects only the transverse motions of the cable ( in- plane and out - of - plane ) and not the longitudinal or tangential motions . Thus in order to derive a complete dynamic analysis of a ...
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