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 |
PART | 314 |
NonLinear Dynamic Interaction Between Mooring Systems and Floating Structure Under | 337 |
Copyright | |
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added mass amplitude analysis axial B-spline beam Beaufort Sea behaviour bending bending moment bow quartering brace buoy buoyancy cable calculated coefficient compliant towers configuration curvature curve cylinder damping deck deflection developed displacement drag drag coefficient drillship dynamic effects elements Engineering environmental equation fatigue flexible riser force frequency function Gaussian curvature hull hydrodynamic in-plane installation interaction linear load combination marine matrix maximum Measured Potential Inc method mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters platform predicted problem Prudhoe Bay pycnocline ratio riser system riser tensioner rotation rubber fender seastates shaft shown in Figure simulation solution static stiffness Stirling Stirling Engine storage barge strain stress submarine surface SWATH tension tests truss underwater vector velocity velocity potential vertical vessel Viscous vortex water depth wave height wave loads wave period wind/wave