Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 31
... method is much simpler than the one used in panel methods . With this improved numerical efficiency , we investigate the hy- drodynamic response of a floating runway located near a shoreline , which could not easily be treated with the ...
... method is much simpler than the one used in panel methods . With this improved numerical efficiency , we investigate the hy- drodynamic response of a floating runway located near a shoreline , which could not easily be treated with the ...
Page 45
... method and the modal analysis . However , it is suitable that the deformations of VLFS are estimated in time domain , because the response may have some nonlinear effects . In this paper , we showed the time domain analytical method of ...
... method and the modal analysis . However , it is suitable that the deformations of VLFS are estimated in time domain , because the response may have some nonlinear effects . In this paper , we showed the time domain analytical method of ...
Page 46
... methods in time domain are shown . They are similar to Omatsu ( 1996 ) ' s method . Furthermore , we apply this method even to the 2nd - order response problem . And , the experiments in uni - directional head sea , oblique irregular ...
... methods in time domain are shown . They are similar to Omatsu ( 1996 ) ' s method . Furthermore , we apply this method even to the 2nd - order response problem . And , the experiments in uni - directional head sea , oblique irregular ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
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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