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 26
... developed a new program code . The program is used in the basic design stage of Mega - Float Phase - II model . The ... developed ( Nagata , S. et al . ( 1997 ) , Ohmatsu , S. ( 1997 ) , Yasuzawa , Y. et al . ( 1997 ) , Yago , K. et al ...
... developed a new program code . The program is used in the basic design stage of Mega - Float Phase - II model . The ... developed ( Nagata , S. et al . ( 1997 ) , Ohmatsu , S. ( 1997 ) , Yasuzawa , Y. et al . ( 1997 ) , Yago , K. et al ...
Page 83
... developed to inspect the bottom of MEGA- FLOAT , a very large floating structure designed to form a safe , floating base for semi- permanent residential , industrial and military communities . The basic concepts of the underwater ...
... developed to inspect the bottom of MEGA- FLOAT , a very large floating structure designed to form a safe , floating base for semi- permanent residential , industrial and military communities . The basic concepts of the underwater ...
Page 91
... developed at the University of Victoria which accurately represents the armoured cable , and a typical towed body . The model employs a lumped mass approx- imation for the cable , which treats the cable as a series of point nodes in ...
... developed at the University of Victoria which accurately represents the armoured cable , and a typical towed body . The model employs a lumped mass approx- imation for the cable , which treats the cable as a series of point nodes in ...
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