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 91
... cable , which treats the cable as a series of point nodes in three dimensional space connected by viscoelastic springs , and decomposes the towed vehicle into component surfaces . The control surfaces of the vehicle are actively ...
... cable , which treats the cable as a series of point nodes in three dimensional space connected by viscoelastic springs , and decomposes the towed vehicle into component surfaces . The control surfaces of the vehicle are actively ...
Page 93
... cable's elastic be- haviour . In ( DN96 ) , a methodology for calculating these forces in two dimension was presented . This methodology has been extended for application to three dimensional cable elements in this simulation . The ...
... cable's elastic be- haviour . In ( DN96 ) , a methodology for calculating these forces in two dimension was presented . This methodology has been extended for application to three dimensional cable elements in this simulation . The ...
Page 94
... cable element . 2.4 Assembly of Forces Applying Newton's Second Law to each node of the cable , a series of equations governing the motion of each node in the inertial frame is created . [ M } ] ï ' = ( T ' + 1 + pi + 1 ) − ( T ' + P ...
... cable element . 2.4 Assembly of Forces Applying Newton's Second Law to each node of the cable , a series of equations governing the motion of each node in the inertial frame is created . [ M } ] ï ' = ( T ' + 1 + pi + 1 ) − ( T ' + P ...
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