Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 59
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 | |
39 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis applied array assumed body boundary calculated circular cylinder coefficient comparison component computed considered constant corresponding crest cylinder damping defined depends depth determined direction distribution domain drag coefficient drift dynamic effect elevation Engineering equation estimated experimental experiments factor field Figure flow fluid forward frequency function given horizontal hydrodynamic incident increase inertia integral irregular Kc number length lift force linear load low-frequency maximum mean measured method moored motion nonlinear obtained Offshore oscillation parameters period pile plate potential predicted presented pressure problem radiation range reference regular waves respectively response second-order ship shown shows simulation solution spectra spectrum speed structure surface surge swing Table theory velocity vertical vessel vortex wave force wave height