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 165
The generalized coordinate for mode 7 , vertical bending , is very large at this frequency . Additional calculations show that the MOB has a wet natural period of 3.1 sec . Resonance leads to unrealistically large response , with a ...
The generalized coordinate for mode 7 , vertical bending , is very large at this frequency . Additional calculations show that the MOB has a wet natural period of 3.1 sec . Resonance leads to unrealistically large response , with a ...
Page 294
The absolute vertical displacements are less than about 0.1 cm . The hydroelastic oscillations are transmitted fore and aft . The hydroelastic oscillations become weak because airplane's speed radically decreases in 25 seconds .
The absolute vertical displacements are less than about 0.1 cm . The hydroelastic oscillations are transmitted fore and aft . The hydroelastic oscillations become weak because airplane's speed radically decreases in 25 seconds .
Page 295
0.50 - 0.50 - Vertical displacement ( m ) 0.00 हि Vertical displacement ( m ) 0.00 Ss 20 sec 0 sec -0.50 26 sec te6 sec . -0.50 00 C 10 sec . 325 sec . 15 sec O : Airplane location O : Airplane location -1.00 - 1.00 -600.00 -400.00 ...
0.50 - 0.50 - Vertical displacement ( m ) 0.00 हि Vertical displacement ( m ) 0.00 Ss 20 sec 0 sec -0.50 26 sec te6 sec . -0.50 00 C 10 sec . 325 sec . 15 sec O : Airplane location O : Airplane location -1.00 - 1.00 -600.00 -400.00 ...
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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