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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amplitude analysis angle applied approach approximately ASME assumed axial boundary buoy buoyancy cable calculated coefficient compared comparison components computed Conference configuration connector considered Copyright cylinder damping defined depending determine developed diameter direction discrete displacement distribution domain drag dynamic effect element Engineering equation experimental experiments expressed falling fatigue Figure floating flow fluid force FPSO frequency function geometry given height horizontal hydrodynamic increase initial International length lift force linear load Marine mass maximum mean measured Mechanics method mode module mooring line motion nonlinear obtained Offshore operation parameters performed period platform position prediction presented pressure problem range relative respectively response riser rope ship shown shows side simulation solution spheres spray stiffness stress structure surface Table tension tests transverse values velocity vertical vessel water depth wave