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 22
... located from the center to 600m and then increases to the edge . The control force of ( 1,2 ) mode becomes considerably large when actuators are located at 600m from the center . The reason why modal coordinates of ( 1.1 ) and ( 1.3 ) ...
... located from the center to 600m and then increases to the edge . The control force of ( 1,2 ) mode becomes considerably large when actuators are located at 600m from the center . The reason why modal coordinates of ( 1.1 ) and ( 1.3 ) ...
Page 24
... located at antinode circles of wet mode shape in controlled modes , while it increases at node circles of wet mode shape in controlled modes . 3. The control spillover of uncontrolled modes does not occur if actuators are located at ...
... located at antinode circles of wet mode shape in controlled modes , while it increases at node circles of wet mode shape in controlled modes . 3. The control spillover of uncontrolled modes does not occur if actuators are located at ...
Page 152
... located on - shore in the Gulf of Biscay . The WaMOS II analysis area is located about 2 km off shore with an average water depth of about 45 m . The presented data sets were obtained from February till April 1998. The WaMoS II data are ...
... located on - shore in the Gulf of Biscay . The WaMOS II analysis area is located about 2 km off shore with an average water depth of about 45 m . The presented data sets were obtained from February till April 1998. The WaMoS II data are ...
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