Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 245
... predicted tidal elevations are excellent . When bad weather is about to arrive , the predictions are offset by some setup . The difference between the observed and predicted tidal elevations are called residuals . For the period which ...
... predicted tidal elevations are excellent . When bad weather is about to arrive , the predictions are offset by some setup . The difference between the observed and predicted tidal elevations are called residuals . For the period which ...
Page 321
... predicted using the Rayleigh quotient and the incremental counterpart of equation ( 19 ) . ( d ) At the end of the prediction phase of the first increment , cognate subspaces are identified numerically based on the admixture ...
... predicted using the Rayleigh quotient and the incremental counterpart of equation ( 19 ) . ( d ) At the end of the prediction phase of the first increment , cognate subspaces are identified numerically based on the admixture ...
Page 265
... predicted Faulkner nondimensional uniaxial plate strength predicted by Guedes Wo maximum amplitude of initial distortions E Young's modulus of elasticity ΦΙ E tangent modulus of elasticity G ( x ) - limit state function nondimensional ...
... predicted Faulkner nondimensional uniaxial plate strength predicted by Guedes Wo maximum amplitude of initial distortions E Young's modulus of elasticity ΦΙ E tangent modulus of elasticity G ( x ) - limit state function nondimensional ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
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added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile