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 19
Yu Z. , You Y. , Jiang N. , 1998 , “ Preliminary Design and Construction Method of 100 kW Pilot Wave Power Station in China ” , Proc . 3rd European Wave Energy Conference , Ed . W. Dursthoff , pp . 377-379 , Sept.
Yu Z. , You Y. , Jiang N. , 1998 , “ Preliminary Design and Construction Method of 100 kW Pilot Wave Power Station in China ” , Proc . 3rd European Wave Energy Conference , Ed . W. Dursthoff , pp . 377-379 , Sept.
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
energy absorbing devices including diagonal waves . Especially , wave energy absorbing devices on the weather side are very effective to reduce hydroelastic response , but those of lee side are not so effective in comparison with their ...
energy absorbing devices including diagonal waves . Especially , wave energy absorbing devices on the weather side are very effective to reduce hydroelastic response , but those of lee side are not so effective in comparison with their ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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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