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
... mass matrix ( M ) of the lumped mass structure with which to replace the mass matrix of the original structure . After that , they were substituted into the following free - vibration equation for gener- al structures ( Eq.1 ) in order ...
... mass matrix ( M ) of the lumped mass structure with which to replace the mass matrix of the original structure . After that , they were substituted into the following free - vibration equation for gener- al structures ( Eq.1 ) in order ...
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 anchor applied bending calculations components Conference connected considerable considered construction cost curve damage depth determined direction displacement distribution drilling dynamic effect element energy Engineering equation equipment excitation fatigue field Figure fixed flexible floating flow forces frequency function geometry included increase inspection installation International joint length limit linear load lower mass matrix maximum mean measured Mechanics method mode model tests mooring mooring system motion obtained Offshore operating parameters performance period phase pile pipe pipeline platform position presented pressure production ratio response riser RPIT shear shown shows significant soil static stiffness strength stress structure surface Table technique Technology tension tool tower turbine vessel wave weight