Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 236
... response of the system . Many points in the frequency domain are required to calculate an accurate impulse response by IFT . The ICF method was used to derive a nonproper sixth - order model of the TLP surge radiation force , including ...
... response of the system . Many points in the frequency domain are required to calculate an accurate impulse response by IFT . The ICF method was used to derive a nonproper sixth - order model of the TLP surge radiation force , including ...
Page 248
... response may separate steps : Step 1 : FEM modelling of the structure Step 2 : Simulation of surface water particle ... response corresponding to a specified storm duration from the fitted Weibull model assuming F ( x = 1 e 1 N where ...
... response may separate steps : Step 1 : FEM modelling of the structure Step 2 : Simulation of surface water particle ... response corresponding to a specified storm duration from the fitted Weibull model assuming F ( x = 1 e 1 N where ...
Page 249
3 TIME DOMAIN STOCHASTIC DYNAMIC RESPONSE ANALYSIS OF A SLENDER JACKET STRUCTURE . Model platform The results of time domain stochastic dynamic analysis of a slender response jacket structure will be presented to demonstrate the method ...
3 TIME DOMAIN STOCHASTIC DYNAMIC RESPONSE ANALYSIS OF A SLENDER JACKET STRUCTURE . Model platform The results of time domain stochastic dynamic analysis of a slender response jacket structure will be presented to demonstrate the method ...
Contents
OCEAN WAVES | 1 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 25 |
Copyright | |
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acceleration added mass amplitude analysis boundary conditions calculated circular cylinder computed cosh crest cylinder array damping coefficient damping factor density diffraction domain drag coefficient drag force drift force dynamic effect equation estimated flow fluid force coefficients forces acting forward speed free surface heave horizontal hydrodynamic hydrodynamic forces incident wave inertia coefficients integral irregular Kc number lift force linear load low-frequency low-frequency oscillation maximum measured method motion nonlinear obtained offshore structures oscillatory parameters pile plate potential flow predicted quadratic rad/sec radiation condition ratio regular waves response Sarpkaya second order second-order semisubmersible shown in Figure simulation solution spectral density spectrum surface elevation surge swing tank tanker transfer function vector velocity potential viscous vortex shedding vortices water depth wave amplitude wave drift damping wave excitation wave force wave frequency wave groups wave height wave number wave period wave power