Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
From inside the book
Results 1-3 of 88
Page 300
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 1 /
6 ...
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 1 /
6 ...
Page 332
shows the list of wave condition in the hydraulics model tests . R - 1 , R - 2 ...
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 .
The time ...
shows the list of wave condition in the hydraulics model tests . R - 1 , R - 2 ...
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 .
The time ...
Page 374
16 m / s 195 LT " 20mm ロンジ長さ m ) Figure 13 Deflection by hydroelastic
analysis for the 1000m model ( Real part ) Figure 14 Whole view of the 1000m
FEM model WW 0 Figure 12 - ( a ) shows stresses of the faceplate of deck girders
and ...
16 m / s 195 LT " 20mm ロンジ長さ m ) Figure 13 Deflection by hydroelastic
analysis for the 1000m model ( Real part ) Figure 14 Whole view of the 1000m
FEM model WW 0 Figure 12 - ( a ) shows stresses of the faceplate of deck girders
and ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
A Ship Maneuvering Control Framework | 111 |
Copyright | |
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Common terms and phrases
amplitude analysis angle applied assumed basin beach bending body bottom breakwater bridge calculated changes characteristics coefficient compared components concept Conference considered construction deformation depth developed direction displacement distribution dynamic effects elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder hindcast horizontal hydrodynamic hydroelastic International Japan layer length linear load marine mass mean measured Mega-Float method mode modules mooring motion numerical observed obtained ocean offshore operation performance plate predicted present pressure problem Proceedings reduce region regular waves Research respectively response rigid ship shoreline shown shows side significant simulation spectrum storm submerged plate surface Table turbine University vertical displacements VLFS wave energy wave height wave period wind