Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
From inside the book
Results 1-3 of 65
Page 46
... response problem . And , the experiments in uni - directional head sea , oblique irregular waves and two - directional irregular waves were carried out . We validated the analytical method and the assumption in the theory . After all ...
... response problem . And , the experiments in uni - directional head sea , oblique irregular waves and two - directional irregular waves were carried out . We validated the analytical method and the assumption in the theory . After all ...
Page 49
... response is obtained by the double convolution integration of Eq . ( 6 ) and incident waves as follows : y12 ) ( t ) ... response function in frequency domain . If method A is applied , it is possible that output of 2nd- order time series ...
... response is obtained by the double convolution integration of Eq . ( 6 ) and incident waves as follows : y12 ) ( t ) ... response function in frequency domain . If method A is applied , it is possible that output of 2nd- order time series ...
Page 144
... response spectra , as a function of radian frequency ( w ) , are shown in Fig . 7. The pitch response of the fish cage bottom follows the contours of the wave for o values less than the peak frequency . At values of a greater than peak ...
... response spectra , as a function of radian frequency ( w ) , are shown in Fig . 7. The pitch response of the fish cage bottom follows the contours of the wave for o values less than the peak frequency . At values of a greater than peak ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
21 other sections not shown
Other editions - View all
Common terms and phrases
1st-order 2nd-order acoustic amplitude anchor angle Arctic Engineering ASME blade buoy buoyant body cable element cage bottom calculated component compression chamber Copyright deflection diameter distribution Drain Pipeline dynamic equation estimate Figure fish cage flow coefficient fluid function Gauge Number gravity-type grid heave horizontal hydrodynamic hydrodynamic pressure hydroelastic response incident wave irregular waves Japan large floating structures length lift force linear loading located mass mean wave measured Mechanics and Arctic MEGA-FLOAT meters method modal coordinate mode shape mooring force mooring lines mooring system navigation node obtained Ocean Engineering Offshore Mechanics pump Qmax radar RAO(Heave/Wave amp resonant duct response amplitude operators robot semisubmersible sensor shoreline shown in Fig significant wave height simulation spectra spectrum surface Tension Leg tether Theseus towed transponder U-Pipe Bundle unit deck vector vehicle velocity vertical displacement VLFS WaMOS wave conditions wave period wave power wind