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
Fig.5 is a cross section of wave energy absorbing device . There are two types of opening position of wave energy absorbing device , i.e. front - opening type and bottom - opening type . Wave energy absorption rate of the front ...
Fig.5 is a cross section of wave energy absorbing device . There are two types of opening position of wave energy absorbing device , i.e. front - opening type and bottom - opening type . Wave energy absorption rate of the front ...
Page 40
Especially , wave energy absorbing devices on the weather side are very effective to reduce hydroelastic response ... Depth of wave energy absorbing device has close relation to natural period of OWC , and represented as follows . dowc ...
Especially , wave energy absorbing devices on the weather side are very effective to reduce hydroelastic response ... Depth of wave energy absorbing device has close relation to natural period of OWC , and represented as follows . dowc ...
Page 72
As discussed in section 2.3 , we changed the layout and the number of the mooring devices , and investigated safety in the simulation . ... Each mooring device is provided with two fenders on each side of the dolphin crest .
As discussed in section 2.3 , we changed the layout and the number of the mooring devices , and investigated safety in the simulation . ... Each mooring device is provided with two fenders on each side of the dolphin crest .
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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 |