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 405
... shown in the Table 3. Figure 2 shows normalized amplitudes of the riser natural modes of vibration for semi - submersible in the installation procedure when the riser length is 1000 meters . Also in the Table 3 , the first six natural ...
... shown in the Table 3. Figure 2 shows normalized amplitudes of the riser natural modes of vibration for semi - submersible in the installation procedure when the riser length is 1000 meters . Also in the Table 3 , the first six natural ...
Page 435
... shown that the computa- tional effort involved in solving some problems is about 1/2 to 1 / 15th the effort involved using other methods such as sequential unconstrained minization technique . The above authors have further shown that ...
... shown that the computa- tional effort involved in solving some problems is about 1/2 to 1 / 15th the effort involved using other methods such as sequential unconstrained minization technique . The above authors have further shown that ...
Page 626
... shown in Figure 2. It is shown that the convergence rate of the modified Newton - Raphson method is improved signifi- cantly by using the proposed accelerating schemes . The next sample problem concerns the elasto - plastic analysis of ...
... shown in Figure 2. It is shown that the convergence rate of the modified Newton - Raphson method is improved signifi- cantly by using the proposed accelerating schemes . The next sample problem concerns the elasto - plastic analysis of ...
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