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 80
... plate length of 35m . This plate is mainly effective for the survival wave , and can reduce the incident wave height of Hw = 20m to 10m . The plate length is decided so that FBSP can be built in the large scale dry - docks . The second ...
... plate length of 35m . This plate is mainly effective for the survival wave , and can reduce the incident wave height of Hw = 20m to 10m . The plate length is decided so that FBSP can be built in the large scale dry - docks . The second ...
Page 94
... plate 3rd submerged plate box girder Fig.3 Details of 3rd submerged plate system point A center - section Fig.4 Bending stress in FBSP. 1st submerged plate 35m 50m 10m anti - motion plate sea floor ( a ) Side view floating cylinder 2nd ...
... plate 3rd submerged plate box girder Fig.3 Details of 3rd submerged plate system point A center - section Fig.4 Bending stress in FBSP. 1st submerged plate 35m 50m 10m anti - motion plate sea floor ( a ) Side view floating cylinder 2nd ...
Page 98
... plate ) : CAL ( without 3rd submerged plate ) : CAL ( with 3rd submerged plate ) Wave exciting force test 0.25 0.2 0.15 0.1 0.05 0 1 2 x ( m ) Forced oscillation test O : Load cell 600mm 3 5 3rd submerged plate 900mm 100mm VLFS 2000mm ...
... plate ) : CAL ( without 3rd submerged plate ) : CAL ( with 3rd submerged plate ) Wave exciting force test 0.25 0.2 0.15 0.1 0.05 0 1 2 x ( m ) Forced oscillation test O : Load cell 600mm 3 5 3rd submerged plate 900mm 100mm VLFS 2000mm ...
Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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20th International Conference ABAQUS air chamber amplitude analysis angle Arctic Engineering beam bending breakwater bridge calculated CO₂ coefficient Conference on Offshore connector construction damping deformation developed diffraction distribution drift force dynamic ecosystem model effect elastic response environmental equation experimental FBSP Feb May Aug fence Figure floating breakwater flow freak waves frequency function girder guide vane hindcast HIPAN horizontal hydrodynamic hydroelastic response incident wave irregular waves Japan Large Floating Structures layer linear load maneuvers measured Mechanics and Arctic Mega-Float method Mobile Offshore Base model tests modules moon-pool mooring forces mooring system motion mussels non-linear ocean Offshore Mechanics PETROBRAS phytoplankton predicted RADARSAT-1 reef Rio de Janeiro ship shoreline shown shows significant wave height simulation submerged plate suction Tokyo Bay turbine Uchiumi velocity vertical displacements VLFS water depth wave energy absorbing wave period wave power wind