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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adsorber amplitude analysis angle Arctic Engineering axial bending buoy buoyancy cable caisson calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect equation equipment fatigue Figure finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear load marine mass matrix maximum measured Mechanics and Arctic method mode mode shapes model tests modulus mooring line mooring system motion natural frequency nonlinear obtained Offshore Mechanics Offshore Technology Conference operation parameters performance pile pipe pipe materials pipeline platform pressure production riser random wave ratio response rope rotation RPIT shear shear modulus shear strength shown in Fig simulation soil static stiffness strength stress structure subsea surface syntactic foam tendon turbine uranium vane velocity vertical vessel water depth wave forces wave height wave power weight wellhead wire