Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American 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. ... In computer simulations , the need to
process very long series and to generate the wave field at a large number of ...
NUMERICAL SIMULATION OF ACTUAL IRREGULAR WAVE PROPERTIES M.
Olagnon IFREMER Plouzane , France A. ... In computer simulations , the need to
process very long series and to generate the wave field at a large number of ...
Page 366
A seastate defined by H. = 16 m , T. = 15 sec was simulated 10 times by using 18
different seeds to the random ... Generated velocities and accelerations were
used in a response simulation of a simplified , single degree of freedom riser
model ...
A seastate defined by H. = 16 m , T. = 15 sec was simulated 10 times by using 18
different seeds to the random ... Generated velocities and accelerations were
used in a response simulation of a simplified , single degree of freedom riser
model ...
Page 208
The uncertainty of the material property factor ( 22p ) resulting from simulations
includes not only the variation in material ... Comparison of simulation results
using Eq . 11 for 32 mm non - load - carrying cruciform weldments with the fatigue
...
The uncertainty of the material property factor ( 22p ) resulting from simulations
includes not only the variation in material ... Comparison of simulation results
using Eq . 11 for 32 mm non - load - carrying cruciform weldments with the fatigue
...
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Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
HYDRODYNAMIC FORCES | 47 |
The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |
Copyright | |
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acting added mass amplitude analysis applied array assumed body boundary calculated circular coefficient compared comparison component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element elevation Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser second-order ship shown shown in Fig simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind