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 300
Fig.2 shows comparison between authors ' results and Nagata et al . ( 1999 ) for vertical displacements . Both results show good agreements . We can observe that the vertical displacements of VLFS with a breakwater is reduced to about ...
Fig.2 shows comparison between authors ' results and Nagata et al . ( 1999 ) for vertical displacements . Both results show good agreements . We can observe that the vertical displacements of VLFS with a breakwater is reduced to about ...
Page 332
shows the list of wave condition in the hydraulics model tests . ... Figures 5 ( 1 ) to ( 4 ) show the difference of time histories of waves outside ( Point 2 ) and inside ( Point 22 ) of the reef both for regular and irregular waves .
shows the list of wave condition in the hydraulics model tests . ... Figures 5 ( 1 ) to ( 4 ) show the difference of time histories of waves outside ( Point 2 ) and inside ( Point 22 ) of the reef both for regular and irregular waves .
Page 374
... 長さしっ 1 Figure 13 Deflection by hydroelastic analysis for the 1000m model ( Real part ) Figure 14 Whole view of the 1000m FEM model Figure 12- ( a ) shows stresses of the faceplate of deck girders and the vertical webs ; Fig .
... 長さしっ 1 Figure 13 Deflection by hydroelastic analysis for the 1000m model ( Real part ) Figure 14 Whole view of the 1000m FEM model Figure 12- ( a ) shows stresses of the faceplate of deck girders and the vertical webs ; Fig .
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
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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