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 126
... random waves . In general , physical quantities of a random wave field can be represented by Fourier - Stieltjes spectral integrals [ 4 , 17 ] provided that the random wave field is statistically stationary in time and / or homogeneous ...
... random waves . In general , physical quantities of a random wave field can be represented by Fourier - Stieltjes spectral integrals [ 4 , 17 ] provided that the random wave field is statistically stationary in time and / or homogeneous ...
Page 166
... random vector Z typically describes the uncertainties in material properties , geometry and loading . In some engineering problems , the uncertainties may not all be suitably described through time - independent random variables . As an ...
... random vector Z typically describes the uncertainties in material properties , geometry and loading . In some engineering problems , the uncertainties may not all be suitably described through time - independent random variables . As an ...
Page 247
... random variable X cumulative distribution function ( cdf ) of random variable X significant wave height Ki ( a ) stress concentration factor KIC 1 m mi fracture toughness loading condition exponent in crack growth model i - th spectral ...
... random variable X cumulative distribution function ( cdf ) of random variable X significant wave height Ki ( a ) stress concentration factor KIC 1 m mi fracture toughness loading condition exponent in crack growth model i - th spectral ...
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