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 633
... specified , while keeping the moment of inertia for the specified reference point . Making the results non - dimensional by wrong factor . As mentioned previously , such errors are easy to spot , having a number of other results to ...
... specified , while keeping the moment of inertia for the specified reference point . Making the results non - dimensional by wrong factor . As mentioned previously , such errors are easy to spot , having a number of other results to ...
Page 180
... specified for a range of extreme seastates having significant wave heights ( Hs ) between 6 and 21 m ( Fig . 4 ) . The return periods presented in Fig . 4 are derived from Haring and Heideman's [ 2 ] extreme value analysis of hindcast ...
... specified for a range of extreme seastates having significant wave heights ( Hs ) between 6 and 21 m ( Fig . 4 ) . The return periods presented in Fig . 4 are derived from Haring and Heideman's [ 2 ] extreme value analysis of hindcast ...
Page 194
... specified by a model spectrum of the Jonswap type with the significant wave height ( H ) and peak period ( Tp ) as parameters . The relationship between the load and response stochastic processes is given by the dynamic equilibrium ...
... specified by a model spectrum of the Jonswap type with the significant wave height ( H ) and peak period ( Tp ) as parameters . The relationship between the load and response stochastic processes is given by the dynamic equilibrium ...
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