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 31
... SHORELINE PROXIMITY ON THE HYDROELASTIC RESPONSE OF A FLOATING RUNWAY Dingwu Xia , Jang Whan Kim and R. Cengiz Ertekin Department of Ocean Engineering , SOEST University of Hawaii at Manoa 2540 Dole Street , Holmes Hall 402 , Honolulu ...
... SHORELINE PROXIMITY ON THE HYDROELASTIC RESPONSE OF A FLOATING RUNWAY Dingwu Xia , Jang Whan Kim and R. Cengiz Ertekin Department of Ocean Engineering , SOEST University of Hawaii at Manoa 2540 Dole Street , Holmes Hall 402 , Honolulu ...
Page 32
... shoreline and assume a perfect reflection in this study . This bold assump- tion should give us more conservative estimation of the hy- droelastic response than that of a real shoreline where total reflection will not occur ...
... shoreline and assume a perfect reflection in this study . This bold assump- tion should give us more conservative estimation of the hy- droelastic response than that of a real shoreline where total reflection will not occur ...
Page 36
... Shoreline 1 / 2A w / o Shoreline A w / Shoreline 15-2A w / o Shoreline A 10 Sh 20 ( a ) Maximum deflection and relative wave height among the four corners ( L / A = 40 ) 1.5 0.5 w / Shoreline K2A w / o Shoreline A w / Shoreline K2KA w ...
... Shoreline 1 / 2A w / o Shoreline A w / Shoreline 15-2A w / o Shoreline A 10 Sh 20 ( a ) Maximum deflection and relative wave height among the four corners ( L / A = 40 ) 1.5 0.5 w / Shoreline K2A w / o Shoreline A w / Shoreline K2KA w ...
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