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 55
0.6 ) In / al 0.4 0.2 Firstly , a screening effect due to a deep draft block being is investigated . In Figs.21 and 22 , the elastic response doesn't decrease if a deep draft block is installed in front edge area of the VLFS .
0.6 ) In / al 0.4 0.2 Firstly , a screening effect due to a deep draft block being is investigated . In Figs.21 and 22 , the elastic response doesn't decrease if a deep draft block is installed in front edge area of the VLFS .
Page 99
Since the hydrostatic restoring force does not exist at the submerged plate , the effect of the added mass on the ... the 1st - order component of total damping force , and hence it includes both linear and viscous damping effects .
Since the hydrostatic restoring force does not exist at the submerged plate , the effect of the added mass on the ... the 1st - order component of total damping force , and hence it includes both linear and viscous damping effects .
Page 366
In other words , the effect of upper - air big typhoon period . The graphs ( c ) and ( d ) show the velocity variation turbulance will be predominant . and acceleration variation respectively , when GP course signal in a big typhoon ...
In other words , the effect of upper - air big typhoon period . The graphs ( c ) and ( d ) show the velocity variation turbulance will be predominant . and acceleration variation respectively , when GP course signal in a big typhoon ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
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Common terms and phrases
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 |