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 95
point B point A point C center - section Fig.4 Bending stress in FBSP model Table 1 1/1000 expected value of stress ... ( 1st - order amplitude ) : Experiment ( peak value ) O : FEA 6.0 0.40 5.0 Bending Stress ( MPa ) 0.30 Bending Stress ...
point B point A point C center - section Fig.4 Bending stress in FBSP model Table 1 1/1000 expected value of stress ... ( 1st - order amplitude ) : Experiment ( peak value ) O : FEA 6.0 0.40 5.0 Bending Stress ( MPa ) 0.30 Bending Stress ...
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 315
Х 3.0E + 07 14 sec 18sec A 10sec E 2.0E + 07 у 25 sec www 1m 4.96 * 10 * Nm2 / m 8sec 1,700m 1.0E + 07 Draft Bending Rigidity Water Depth 5m 0.0E + 00 0 30 60 90 Wave Direction ( deg . ) Figure 6. Maximum bending moment 150m Figure 3.
Х 3.0E + 07 14 sec 18sec A 10sec E 2.0E + 07 у 25 sec www 1m 4.96 * 10 * Nm2 / m 8sec 1,700m 1.0E + 07 Draft Bending Rigidity Water Depth 5m 0.0E + 00 0 30 60 90 Wave Direction ( deg . ) Figure 6. Maximum bending moment 150m Figure 3.
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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 |