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 90
... VLFS test Sa : amplitude of incident wave in the VLFS test a ,: amplitude of estimated incident wave in the sub - plate VLFS test The Mooring Forces Acting on FBSP Fig . 9 shows the example of time history of the mooring forces on ...
... VLFS test Sa : amplitude of incident wave in the VLFS test a ,: amplitude of estimated incident wave in the sub - plate VLFS test The Mooring Forces Acting on FBSP Fig . 9 shows the example of time history of the mooring forces on ...
Page 95
0.60 8.0 7.0 0.50 : Experiment ( 1st - order amplitude ) : Experiment ( peak value ) : FEA -- : FEA ( Morison ) : Experiment ( 1st - order amplitude ) : Experiment ( peak value ) O : FEA 6.0 0.40 5.0 Bending Stress ( MPa ) 0.30 Bending ...
0.60 8.0 7.0 0.50 : Experiment ( 1st - order amplitude ) : Experiment ( peak value ) : FEA -- : FEA ( Morison ) : Experiment ( 1st - order amplitude ) : Experiment ( peak value ) O : FEA 6.0 0.40 5.0 Bending Stress ( MPa ) 0.30 Bending ...
Page 335
a Figures 12 ( 1 ) - ( 3 ) show the distribution of significant amplitude of vertical displacement Z3 and significant wave height His inside a reef in regular wave . Wave angles are 45 , 90 , 135 degrees , respectively .
a Figures 12 ( 1 ) - ( 3 ) show the distribution of significant amplitude of vertical displacement Z3 and significant wave height His inside a reef in regular wave . Wave angles are 45 , 90 , 135 degrees , respectively .
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835383, 9780791835388 |
| Export Citation | BiBTeX EndNote RefMan |