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 39
Though wave drifting force increases by blocking wave , OWC is effective in reducing drifting force ... Port ( Calm Area ) Runway ( 1 ) Reduce wave height by installing floating breakwater in front of weather side of Mega - Float .
Though wave drifting force increases by blocking wave , OWC is effective in reducing drifting force ... Port ( Calm Area ) Runway ( 1 ) Reduce wave height by installing floating breakwater in front of weather side of Mega - Float .
Page 41
Wave energy absorbing devices are found to be also effective to reduce bending moment . But reducing hydroelastic response at only front edge does not mean reducing bending moment every time , but sometimes increases it at a little ...
Wave energy absorbing devices are found to be also effective to reduce bending moment . But reducing hydroelastic response at only front edge does not mean reducing bending moment every time , but sometimes increases it at a little ...
Page 46
Exp The equipped wave energy absorbing device can reduce the elastic response of main body , but it is not sufficient against to severe sea condition . Therefore , in order to reduce the incident wave height , the floating breakwater is ...
Exp The equipped wave energy absorbing device can reduce the elastic response of main body , but it is not sufficient against to severe sea condition . Therefore , in order to reduce the incident wave height , the floating breakwater is ...
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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 |