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 61
... deck structure supported on columns above the water surface . For such structure , the asymme- try of upper and lower surfaces of deck produces potential flow lift force acting on the deck in winds . But there are few studies about lift ...
... deck structure supported on columns above the water surface . For such structure , the asymme- try of upper and lower surfaces of deck produces potential flow lift force acting on the deck in winds . But there are few studies about lift ...
Page 64
... deck , negative pres- sure is produced in the vicinity of leading edge of upper surface of deck . Reattachment to the deck occurs at leeward about 10cm from the leading edge . These phenomena were recognized by surface tuft method with ...
... deck , negative pres- sure is produced in the vicinity of leading edge of upper surface of deck . Reattachment to the deck occurs at leeward about 10cm from the leading edge . These phenomena were recognized by surface tuft method with ...
Page 68
... deck considered . The results are shown in Fig . 8 . This lift force model accurately describe the experimental ... deck of large semisubmersible was proposed . The conclusions obtained from the present study were as follows : 1. Mean ...
... deck considered . The results are shown in Fig . 8 . This lift force model accurately describe the experimental ... deck of large semisubmersible was proposed . The conclusions obtained from the present study were as follows : 1. Mean ...
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