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 40
In this study , effective length of wave energy absorbing device is found to be about 30 % of wave length in total . So , when wave period of 14s is targeted , total length of wave energy absorbing device is about 100m .
In this study , effective length of wave energy absorbing device is found to be about 30 % of wave length in total . So , when wave period of 14s is targeted , total length of wave energy absorbing device is about 100m .
Page 61
This test was carried out to verify feasibility of the conceptual design results by this scale model with scale of 1/200 in length , which was designed and fabricated following the similarity law as accurately as possible .
This test was carried out to verify feasibility of the conceptual design results by this scale model with scale of 1/200 in length , which was designed and fabricated following the similarity law as accurately as possible .
Page 127
Each module is 152m ( 500ft ) in length by 92m ( 300ft ) in beam . The total length of this MOB concept is 912m ( 3000ft ) . 2. Steel hinged semisubmersible . McDermott [ 2 ] has proposed a MOB concept that uses a hinged connection to ...
Each module is 152m ( 500ft ) in length by 92m ( 300ft ) in beam . The total length of this MOB concept is 912m ( 3000ft ) . 2. Steel hinged semisubmersible . McDermott [ 2 ] has proposed a MOB concept that uses a hinged connection to ...
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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 |