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 vii
CONTENTS VERY LARGE FLOATING STRUCTURE OMAE99 / OSU - 3053 ..... 1 Assessment of Workable Conditions for Constructing a Very Large Floating Structure Mikio Takaki and Xin Lin OMAE99 / OSU - 3057 .... 9 A Study on Hydroelastic Responses ...
CONTENTS VERY LARGE FLOATING STRUCTURE OMAE99 / OSU - 3053 ..... 1 Assessment of Workable Conditions for Constructing a Very Large Floating Structure Mikio Takaki and Xin Lin OMAE99 / OSU - 3057 .... 9 A Study on Hydroelastic Responses ...
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... Structure Mikio Takaki and Xin Lin Department of Naval Architecture , Ocean Engineering and Engineering Systems Faculty of Engineering , Hiroshima University , Higashi - Hiroshima , 739-8527 ... Floating Structure Mikio Takaki and Xin.
... Structure Mikio Takaki and Xin Lin Department of Naval Architecture , Ocean Engineering and Engineering Systems Faculty of Engineering , Hiroshima University , Higashi - Hiroshima , 739-8527 ... Floating Structure Mikio Takaki and Xin.
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... floating structures . Control effects are calculated for different combinations of controlled modes and different locations of actuators . ANALYTICAL MODEL AND ASSUMPTIONS The analytical model of a circular large floating structure ...
... floating structures . Control effects are calculated for different combinations of controlled modes and different locations of actuators . ANALYTICAL MODEL AND ASSUMPTIONS The analytical model of a circular large floating structure ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
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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