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 56
... horizontal motion and tether tensions . XmYm 25 No.2 28 -1.0 Na3 The coordinates of mooring tether X ( m ) Y ( m ) Point 1 0 -0.40 No.1 Point 2 -1.95 0.44 Point 3 -1.95 0.40 2.5 1.0 Point 4 No 4 28 -1.0 1.40 0.00 Point 6 1.40 0.10 ...
... horizontal motion and tether tensions . XmYm 25 No.2 28 -1.0 Na3 The coordinates of mooring tether X ( m ) Y ( m ) Point 1 0 -0.40 No.1 Point 2 -1.95 0.44 Point 3 -1.95 0.40 2.5 1.0 Point 4 No 4 28 -1.0 1.40 0.00 Point 6 1.40 0.10 ...
Page 85
... Horizontal Thruster x 2 Head Control Simulation Study . Simulation techniques are presented as a possible aid in the development of ROV guidance and control systems . To solve ROV guidance and control problems , we use MATLAB and ...
... Horizontal Thruster x 2 Head Control Simulation Study . Simulation techniques are presented as a possible aid in the development of ROV guidance and control systems . To solve ROV guidance and control problems , we use MATLAB and ...
Page 90
... horizontal and vertical performance is within acceptable limits . -490 -1300 -1000 Tome ( oc ) Fig.15 Result of full scale experiment . ( heading time series ) The ROV cruised in a plane 2m below the bottom . Fig.14 shows the horizontal ...
... horizontal and vertical performance is within acceptable limits . -490 -1300 -1000 Tome ( oc ) Fig.15 Result of full scale experiment . ( heading time series ) The ROV cruised in a plane 2m below the bottom . Fig.14 shows the horizontal ...
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