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
... shown in Figs.6 , 7a and 7b . The result in head sea condition is shown in Fig.6 , and the results of surge and sway motions in oblique wave condition ( wave angle is 20 degrees ) are shown in Figs.7a and 7b . The incident wave ...
... shown in Figs.6 , 7a and 7b . The result in head sea condition is shown in Fig.6 , and the results of surge and sway motions in oblique wave condition ( wave angle is 20 degrees ) are shown in Figs.7a and 7b . The incident wave ...
Page 85
... shown in Fig . 2 . ROV ( Controller ) Initial Set Data Input Setting ( Depth , head ) Depth Control ( Loop ) Vertical Thruster x 1 Horizontal Thruster x 2 Head Control Simulation Study . Simulation techniques are presented as a possible ...
... shown in Fig . 2 . ROV ( Controller ) Initial Set Data Input Setting ( Depth , head ) Depth Control ( Loop ) Vertical Thruster x 1 Horizontal Thruster x 2 Head Control Simulation Study . Simulation techniques are presented as a possible ...
Page 89
... shown in Fig . 10 . Hydrophane 2 200m ) Model Fleeting Structure ( 300s x 40m ) Hydrophana 1 RS232C Main Computer C / CH DSP PIO AD / DA Position BanOr Operation Rack BOV Matlab Simulink סע Optical Tether Cable Guidance and Control System ...
... shown in Fig . 10 . Hydrophane 2 200m ) Model Fleeting Structure ( 300s x 40m ) Hydrophana 1 RS232C Main Computer C / CH DSP PIO AD / DA Position BanOr Operation Rack BOV Matlab Simulink סע Optical Tether Cable Guidance and Control System ...
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