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 372
... determined for a given T1 . A Newton - Raphson procedure can be used to determine the value of T ; which results in the correct position of nodej : Ti W. 1 444W2 W3 Fig . 1 Schematic of cable element T + 1 = T + y ( F * ) 1 ( P ; - p ) ...
... determined for a given T1 . A Newton - Raphson procedure can be used to determine the value of T ; which results in the correct position of nodej : Ti W. 1 444W2 W3 Fig . 1 Schematic of cable element T + 1 = T + y ( F * ) 1 ( P ; - p ) ...
Page 451
... determined at a specified annual exceedance probability a ( in most codes a = 0.01 ) . According to the basic principle of equal design risk discussed above , the total design load effect X also needs to be determined as the value with ...
... determined at a specified annual exceedance probability a ( in most codes a = 0.01 ) . According to the basic principle of equal design risk discussed above , the total design load effect X also needs to be determined as the value with ...
Page 609
... determined from the following relationship : Material Data E Ο у 2 GN / m2 206.0 235.5 MN / m Table 1. General data used in the case studies u = O 2 2 2 2 dv dw dv dv dw dw + - + - + dx dx dx dx dx dx dx For known variations of v , v ...
... determined from the following relationship : Material Data E Ο у 2 GN / m2 206.0 235.5 MN / m Table 1. General data used in the case studies u = O 2 2 2 2 dv dw dv dv dw dw + - + - + dx dx dx dx dx dx dx For known variations of v , v ...
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