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 vi
... Japan ( Symposium Coordinator ) Prof. C. Aage , Technical University of Denmark , Denmark Mr. Y. Ohkawa , Tech . Research Association of MEGA - FLOAT , Japan Prof. G. Athanassoulis , National Technical Univ . of Athens , Greece Dr. S ...
... Japan ( Symposium Coordinator ) Prof. C. Aage , Technical University of Denmark , Denmark Mr. Y. Ohkawa , Tech . Research Association of MEGA - FLOAT , Japan Prof. G. Athanassoulis , National Technical Univ . of Athens , Greece Dr. S ...
Page 51
... Japan , Vol.146 , ( in Japanese ) 6 ) Hamamoto , T. ( 1998 ) , " 3D hydroelastic analysis of module linked large floating structures using quadratic BE- FE hybrid model , " Proceedings of the second international conference on ...
... Japan , Vol.146 , ( in Japanese ) 6 ) Hamamoto , T. ( 1998 ) , " 3D hydroelastic analysis of module linked large floating structures using quadratic BE- FE hybrid model , " Proceedings of the second international conference on ...
Page 76
... Japan , because the GLAD system has been developed for large sources of CO2 emissions , such as power plants and steel works . The CO2 disposal depth is assumed to be 1000 m to maintain sequestration for several hundred years2 ) . The J ...
... Japan , because the GLAD system has been developed for large sources of CO2 emissions , such as power plants and steel works . The CO2 disposal depth is assumed to be 1000 m to maintain sequestration for several hundred years2 ) . The J ...
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