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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amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow fluid frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump Qmax relative represented resonant respectively response robot scale shoreline shown shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind