Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 473
... increase the displacement from " A " ( stiffness without P - Delta ) to " A ' " ( point on the P - Delta - included curve ) could be construed as the parasitic effect of P - Delta on system " S1 " . Similarly , the amount of additional ...
... increase the displacement from " A " ( stiffness without P - Delta ) to " A ' " ( point on the P - Delta - included curve ) could be construed as the parasitic effect of P - Delta on system " S1 " . Similarly , the amount of additional ...
Page 475
... increase in payload did not automatically result in an increase in pile reaction to extreme wave loads . For relatively short periods ( 24 to 28 sec ) an increase in payload could result in a significant increase in deamplification of ...
... increase in payload did not automatically result in an increase in pile reaction to extreme wave loads . For relatively short periods ( 24 to 28 sec ) an increase in payload could result in a significant increase in deamplification of ...
Page 580
... increase in hull spacing to maintain the optimum roll static stability . In practice , too much increase in hull spacing is undesirable . The pitch period can be increased by either increasing the longitudinal mass inertia or reducing ...
... increase in hull spacing to maintain the optimum roll static stability . In practice , too much increase in hull spacing is undesirable . The pitch period can be increased by either increasing the longitudinal mass inertia or reducing ...
Contents
COMPLIANT STRUCTURES | 313 |
PART | 314 |
NonLinear Dynamic Interaction Between Mooring Systems and Floating Structure Under | 337 |
Copyright | |
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added mass amplitude analysis axial B-spline beam Beaufort Sea behaviour bending bending moment bow quartering brace buoy buoyancy cable calculated coefficient compliant towers configuration curvature curve cylinder damping deck deflection developed displacement drag drag coefficient drillship dynamic effects elements Engineering environmental equation fatigue flexible riser force frequency function Gaussian curvature hull hydrodynamic in-plane installation interaction linear load combination marine matrix maximum Measured Potential Inc method mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters platform predicted problem Prudhoe Bay pycnocline ratio riser system riser tensioner rotation rubber fender seastates shaft shown in Figure simulation solution static stiffness Stirling Stirling Engine storage barge strain stress submarine surface SWATH tension tests truss underwater vector velocity velocity potential vertical vessel Viscous vortex water depth wave height wave loads wave period wind/wave