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 9
NUMERICAL SIMULATION OF ACTUAL IRREGULAR WAVE PROPERTIES M. Olagnon IFREMER Plouzane , France A. Robin IFREMER Plouzane , France J. I. Legras ETPM Nanterre , France B. Chaloin EDF - LNH Chatou , France METHOD RANDOM PHASES Complex ...
NUMERICAL SIMULATION OF ACTUAL IRREGULAR WAVE PROPERTIES M. Olagnon IFREMER Plouzane , France A. Robin IFREMER Plouzane , France J. I. Legras ETPM Nanterre , France B. Chaloin EDF - LNH Chatou , France METHOD RANDOM PHASES Complex ...
Page 10
... simulation has to reproduce it , because average ( or extreme ) response is not necessarily due to the average ( or extreme ) forcing . Yet , experimental figures for this variability cannot be easily obtained for comparison since it is ...
... simulation has to reproduce it , because average ( or extreme ) response is not necessarily due to the average ( or extreme ) forcing . Yet , experimental figures for this variability cannot be easily obtained for comparison since it is ...
Page 248
... simulated in and hydrodynamic structural response may separate steps : Step 1 : FEM modelling of the structure Step 2 : Simulation of surface water particle kinematics positions along the structure . are elevation and in specified Step ...
... simulated in and hydrodynamic structural response may separate steps : Step 1 : FEM modelling of the structure Step 2 : Simulation of surface water particle kinematics positions along the structure . are elevation and in specified Step ...
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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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