Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 209
... extreme response corresponding to specified return periods . Furthermore , the extreme estimates obtained this way have relatively low statistical variability since they are based on the complete sample and not on one or few extremes ...
... extreme response corresponding to specified return periods . Furthermore , the extreme estimates obtained this way have relatively low statistical variability since they are based on the complete sample and not on one or few extremes ...
Page 291
... Extreme motions and mooring line forces from 1:70 model tests with a turret moored floating production ship in irregular waves are presented and discussed . In an 18 - hour storm simulation , the extreme force amplitude estimated from ...
... Extreme motions and mooring line forces from 1:70 model tests with a turret moored floating production ship in irregular waves are presented and discussed . In an 18 - hour storm simulation , the extreme force amplitude estimated from ...
Page 298
... extreme force prediction are discussed in the following . Thus we consider the statistical behaviour of extreme line forces in a turret moored system of this type to be mainly determined by : The slow - drift motion statistics Quasi ...
... extreme force prediction are discussed in the following . Thus we consider the statistical behaviour of extreme line forces in a turret moored system of this type to be mainly determined by : The slow - drift motion statistics Quasi ...
Contents
OCEAN WAVES AND CURRENT | 1 |
HYDRODYNAMIC FORCES | 69 |
17 | 90 |
Copyright | |
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added mass amplitude analysis axial behaviour boundary bubble buoy cable calculated Campos Basin coefficients compliant tower components configuration crane vessels cylinder damping model damping ratio developed direction displacement distribution domain drag coefficient drag force dynamic response effect Engineering equation estimated experimental Figure floating flow fluid heave motion hydrodynamic hydrodynamic damping installation interaction internal wave irregular waves Karunakaran length linear load matrix measured method modal mode model testing module natural frequency natural period nondimensional nonlinear obtained Ocean Offshore Structures operations oscillation parameters peak pipe pipeline platform pontoon potential predicted pressure ratio Rayleigh Rayleigh distribution resonant riser rotation second-order semisubmersible ship shown simulation spectra spectrum stiffness Stirling engine subsea surge tank technique tendon tension tethers transfer function values vector velocity velocity potential vertical vessel vibration water depth wave force wave height wave period