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 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
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amplitude analysis array axial beam Beaufort Sea behaviour bending moment bow quartering brace buoy buoyancy cable calculated compliant towers configuration curvature curve damping deck deflection developed diesel displacement distribution drag coefficient drillship dynamic Engineering environmental equation fatigue flexible riser force function heave horizontal hydrodynamic in-plane installation interaction jacket length linear load combination marine riser matrix maximum measured method mode mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters phase pipe platform predicted problem Prudhoe Bay pycnocline ratio Rayleigh distribution relative response riser system riser tensioner rotating rubber fender seastates shaft shown in Figure simulation soil solution static stiffness Stirling Stirling Engine storage barge strain submarine surface Table template tension tests tion tower trawl Trondheim truss underwater values vector velocity vertical vessel water depth wave height wave load wave period