Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 1American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 12
... given by only one parameter ( k ) in Eq . ( 5 ) . However if this nonlinear term is , say Q = k1x3 + k2x2 , i.e. , given by two constants , then TISO model will not work and one would need a Three Input Single Output model ( Bendat ...
... given by only one parameter ( k ) in Eq . ( 5 ) . However if this nonlinear term is , say Q = k1x3 + k2x2 , i.e. , given by two constants , then TISO model will not work and one would need a Three Input Single Output model ( Bendat ...
Page 129
... given by h = 0.3377s ( 6 ) This minimum condition is especially important because it identifies two regions for the ... given by equation ( 4 ) . Or using expression ( 3 ) the critical length is given by L crit = 1.2577 SFAR ( 7 ) With ...
... given by h = 0.3377s ( 6 ) This minimum condition is especially important because it identifies two regions for the ... given by equation ( 4 ) . Or using expression ( 3 ) the critical length is given by L crit = 1.2577 SFAR ( 7 ) With ...
Page 371
... given elsewhere [ 11 ] ; only changes , which are directly relevant to offshore structures , are discussed below . Stress intensity factor solutions The stress intensity solutions for defects in nodes are based on the ' flat plate ...
... given elsewhere [ 11 ] ; only changes , which are directly relevant to offshore structures , are discussed below . Stress intensity factor solutions The stress intensity solutions for defects in nodes are based on the ' flat plate ...
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
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added mass amplitude analysis applied ASME axial bending boundary conditions buoy buoyancy cable calculated Campos Basin catenary components computed Conference on Offshore configuration connector Copyright cylinder damping diameter direction discrete disk displacement distribution domain drag coefficient droplets dynamic effect equation experimental Fall angle fatigue floating flow fluid force coefficient FPSO free surface free surface effects function height horizontal hydrodynamic in-line length lift force linear load Marine maximum Mechanics and Arctic method model tests module mooring line mooring system node nonlinear obtained Offshore Mechanics oscillation parameters PETROBRAS pile platform plow polyester prediction pressure reefs relative motion response Reynolds number riser ship simulation solution spectrum spheres spray cloud spray density static stiffness surge syntactic foam Table tension tether transfer function turret umbilical cable values velocity velocity potential vertical vessel water depth wave drift wave forces wave frequency wave heading