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 371
... analysis is presented based on the equations of an elastic catenary . The element includes an algorithm for adaptive discretization when fluid drag forces are present . Hence , a single element can be used to model many marine cables ...
... analysis is presented based on the equations of an elastic catenary . The element includes an algorithm for adaptive discretization when fluid drag forces are present . Hence , a single element can be used to model many marine cables ...
Page 381
... analysis , a fourth analysis , using the parameters and computed coefficients of Case 1 , was carried out . Some key results from the load / response analysis are summarized in table 6 . Not surprisingly Case 1 is the most ...
... analysis , a fourth analysis , using the parameters and computed coefficients of Case 1 , was carried out . Some key results from the load / response analysis are summarized in table 6 . Not surprisingly Case 1 is the most ...
Page 442
... analyses are based on a frequency domain wave load analysis using Mac Camy and Fuchs theory . A number of wave directions are analysed . For each direction a number of seastates which adequately describes the long - term wave ...
... analyses are based on a frequency domain wave load analysis using Mac Camy and Fuchs theory . A number of wave directions are analysed . For each direction a number of seastates which adequately describes the long - term wave ...
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