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 340
K2 ( X1 , X2 , X6 ) : Horizontal mooring forces due to horizontal and vertical displacements of the mooring lines . The mooring forces due to horizontal and vertical displacements of the upper end of the mooring lines were calculated ...
K2 ( X1 , X2 , X6 ) : Horizontal mooring forces due to horizontal and vertical displacements of the mooring lines . The mooring forces due to horizontal and vertical displacements of the upper end of the mooring lines were calculated ...
Page 424
... horizontal vibration tests were also conducted on this pile by pulling and suddenly releasing . A typical free vibration record is shown in Figure 6. The values of observed natural frequencies are shown in Table 1. The values of dynamic ...
... horizontal vibration tests were also conducted on this pile by pulling and suddenly releasing . A typical free vibration record is shown in Figure 6. The values of observed natural frequencies are shown in Table 1. The values of dynamic ...
Page 445
... horizontal and torsional stiffnesses MSF truss configuration re vertical members above the corners of the rectangular GBS shaft tops . Concrete connections of the drill shafts : Introducing two concrete beams between and fixed to the ...
... horizontal and torsional stiffnesses MSF truss configuration re vertical members above the corners of the rectangular GBS shaft tops . Concrete connections of the drill shafts : Introducing two concrete beams between and fixed to 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