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 1
... theory which accounts , for example , for a sig- nificant decrease in the time intervals between successive runs of high crests compared to linear theory . The nonlinear theory is then verified based on a laboratory data set on deep ...
... theory which accounts , for example , for a sig- nificant decrease in the time intervals between successive runs of high crests compared to linear theory . The nonlinear theory is then verified based on a laboratory data set on deep ...
Page 6
... theory from ( 9 ) and the nonlinear theory from ( 28 ) or ( 29 ) . It may be seen that at both thresholds , the theoretical curve for nonlinear probabilities increases with increasing steepness in accordance with the experimental data ...
... theory from ( 9 ) and the nonlinear theory from ( 28 ) or ( 29 ) . It may be seen that at both thresholds , the theoretical curve for nonlinear probabilities increases with increasing steepness in accordance with the experimental data ...
Page 101
... theory . The sandbed is assumed to consist of homogenous and isotropic sand . Compressibility of both sandbed and pore - water is taken into account . Analytical results are presented . The theory used in this paper is based on Biot's ...
... theory . The sandbed is assumed to consist of homogenous and isotropic sand . Compressibility of both sandbed and pore - water is taken into account . Analytical results are presented . The theory used in this paper is based on Biot's ...
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