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 353
... programs for flexible risers systems . A selection of four dynamic programs is made according to a certain number of criterions which were chosen as minimal requirements . These pro- grams are representative samples of the various ...
... programs for flexible risers systems . A selection of four dynamic programs is made according to a certain number of criterions which were chosen as minimal requirements . These pro- grams are representative samples of the various ...
Page 354
... programs will be discussed . According to the minimal required characteristics stated previously , only the programs which fulfill those requirements are considered . The description of simplified models is widely covered elsewhere ...
... programs will be discussed . According to the minimal required characteristics stated previously , only the programs which fulfill those requirements are considered . The description of simplified models is widely covered elsewhere ...
Page 358
... programs is indis- pensable . The optimum solution , in our opinion , is the use of a " multi - speed " program , where simplified and elaborate models are available from the same software , now , for such elaborate programs , the ...
... programs is indis- pensable . The optimum solution , in our opinion , is the use of a " multi - speed " program , where simplified and elaborate models are available from the same software , now , for such elaborate programs , the ...
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