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 444
... Cuts Weight " Engineering News Record , November 18 , 1982 . ENVIRONMENTAL DATA FOR UN - PILED STABILITY Wave . height period = 10 sec = 5m 5 . BRUNEAU J. , CAUSSE G. , RASPAUD B. , RADIGUET B. , " Test Loading of a Concrete Truss ...
... Cuts Weight " Engineering News Record , November 18 , 1982 . ENVIRONMENTAL DATA FOR UN - PILED STABILITY Wave . height period = 10 sec = 5m 5 . BRUNEAU J. , CAUSSE G. , RASPAUD B. , RADIGUET B. , " Test Loading of a Concrete Truss ...
Page 467
... cutting the string ) to allow the structure to execute free vibration about its static equilibrium position . The free decaying responses of the tower were recorded by the accelerometers . Modal damping could be determined using the ...
... cutting the string ) to allow the structure to execute free vibration about its static equilibrium position . The free decaying responses of the tower were recorded by the accelerometers . Modal damping could be determined using the ...
Page 92
... cutting frequencies and reduces the number of harmonics required . A direct analysis of the local autocorrelation was conducted on long time records used as excitation in the time domain simulations . The results indicated that for y ...
... cutting frequencies and reduces the number of harmonics required . A direct analysis of the local autocorrelation was conducted on long time records used as excitation in the time domain simulations . The results indicated that for y ...
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