Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 40
Depth of OWC is also effective for blocking wave as barrier plate . When wave is blocked , energy to oscillate the edge of Mega - Float is also reduced . In this study , effective depth ...
Depth of OWC is also effective for blocking wave as barrier plate . When wave is blocked , energy to oscillate the edge of Mega - Float is also reduced . In this study , effective depth ...
Page 80
The first submerged plate has the deepest submerged depth of d = 20m and the plate length of 35m . This plate is mainly effective for the survival wave , and can reduce the incident wave height of Hw = 20m to 10m .
The first submerged plate has the deepest submerged depth of d = 20m and the plate length of 35m . This plate is mainly effective for the survival wave , and can reduce the incident wave height of Hw = 20m to 10m .
Page 324
Figure 4 compares the deflection amplitudes for a VLFS located in constant depth sea and in variable depth sea . Obviously , the constant sea depth assumption , which is frequently made , is not appropriate giving completely different ...
Figure 4 compares the deflection amplitudes for a VLFS located in constant depth sea and in variable depth sea . Obviously , the constant sea depth assumption , which is frequently made , is not appropriate giving completely different ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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amplitude analysis angle applied arrangement assumed beam bending body bottom breakwater bridge calculated chamber coefficient compared components concept Conference considered construction deformation depth described developed device direction displacement distribution dynamic effect elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder horizontal hydrodynamic hydroelastic increase International irregular waves Japan layer length linear load maneuvers mass mean measured Mega-Float method mode modules mooring motion observed obtained ocean Offshore operation performance position predicted present pressure problem Proceedings ratio reduce reef region Research respectively response rigid scale ship shown shows side significant simulation spectrum submerged plate surface Table Tokyo turbine University vertical VLFS wave energy wave height wave period wind