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 303
Numerical Calculation of Hydroelastic Behavior of Pontoon Type VLFS in Waves " , Proceedings of 17th OMAE , pp.1-8 . Ohmatsu , S ( 1999 ) . “ Numerical Calculation Method of Hydroelastic Response of Pontoon - type VLFS close to a ...
Numerical Calculation of Hydroelastic Behavior of Pontoon Type VLFS in Waves " , Proceedings of 17th OMAE , pp.1-8 . Ohmatsu , S ( 1999 ) . “ Numerical Calculation Method of Hydroelastic Response of Pontoon - type VLFS close to a ...
Page 369
ABSTRACT Tools for hydroelastic analysis for very large floating structures ( VLFS ) have been developed and put into practical use in recent years . However , it is difficult to more precisely model the hydroelastic analysis as is ...
ABSTRACT Tools for hydroelastic analysis for very large floating structures ( VLFS ) have been developed and put into practical use in recent years . However , it is difficult to more precisely model the hydroelastic analysis as is ...
Page 375
CONCLUSIONS O A practical method of stress analysis for a very large floating structure was described using a two - step method consisting of a first - step hydroelastic analysis and a second - step stress analysis .
CONCLUSIONS O A practical method of stress analysis for a very large floating structure was described using a two - step method consisting of a first - step hydroelastic analysis and a second - step stress analysis .
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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