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 38
In this study , the airport is assumed to be for cargo only , not for passengers , because it is pretty far from the land for passengers to access it . The runway is assumed to be 3,500m long to serve international airlines .
In this study , the airport is assumed to be for cargo only , not for passengers , because it is pretty far from the land for passengers to access it . The runway is assumed to be 3,500m long to serve international airlines .
Page 42
But consumption of electricity in the disposal facility is assumed to be about 1MW , so it can be just supplied by its own generated electricity . Generated electricity is in population to the 3rd power of wind speed , so this is very ...
But consumption of electricity in the disposal facility is assumed to be about 1MW , so it can be just supplied by its own generated electricity . Generated electricity is in population to the 3rd power of wind speed , so this is very ...
Page 176
The fundamental differential equations for a uniform “ beam ' with longitudinal axis žy and two transverse axes # 2 and iz , which are assumed to be principal axes of the beam cross - section , are = ( la ) ( 1b ) EAU = 9 .
The fundamental differential equations for a uniform “ beam ' with longitudinal axis žy and two transverse axes # 2 and iz , which are assumed to be principal axes of the beam cross - section , are = ( la ) ( 1b ) EAU = 9 .
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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