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 129
When compared to total US Steel production , a MOB's steel consumption during construction is extremely small . Table 1. Steel Used in Marine Industry and Compared to Five Concepts Steel Requirements in Thousands of Metric Tons Annual ...
When compared to total US Steel production , a MOB's steel consumption during construction is extremely small . Table 1. Steel Used in Marine Industry and Compared to Five Concepts Steel Requirements in Thousands of Metric Tons Annual ...
Page 145
The hinge connector forces are calculated and compared with the results obtained directly from HIPAN . 3.0E + 07 2.5E + 07 Force ( Nt ) 2.0E + 071 انه 1.5E + 07 1.0E + 07 5.0E + 061 0.0E + 00 0 10 30 40 50 20 Period ( sec ) Figure 26 ...
The hinge connector forces are calculated and compared with the results obtained directly from HIPAN . 3.0E + 07 2.5E + 07 Force ( Nt ) 2.0E + 071 انه 1.5E + 07 1.0E + 07 5.0E + 061 0.0E + 00 0 10 30 40 50 20 Period ( sec ) Figure 26 ...
Page 273
The immovable point of shoreline changes moves 70m to the west curved groin as compared with present . The amount of recession of shoreline is maximum at Y = -11.4m ( X = 958m ) and that of forward of shoreline is maximum at Y = 327.4m ...
The immovable point of shoreline changes moves 70m to the west curved groin as compared with present . The amount of recession of shoreline is maximum at Y = -11.4m ( X = 958m ) and that of forward of shoreline is maximum at Y = 327.4m ...
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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