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 265
... Girder end ( Fore ) Girder middle 0.20 Girder end ( Aft ) 040 Δ 0.15 0.10 0.05 0 3 6 7 8 9 10 11 12 13 Wave period T ( sec ) 0.30 W.D = 108 ° , Deep water 0.25 0.20 0.15 0.10 0.05 A 0 5 6 7 8 9 10 11 12 13 Wave period T ( sec ) 0.30 W.D ...
... Girder end ( Fore ) Girder middle 0.20 Girder end ( Aft ) 040 Δ 0.15 0.10 0.05 0 3 6 7 8 9 10 11 12 13 Wave period T ( sec ) 0.30 W.D = 108 ° , Deep water 0.25 0.20 0.15 0.10 0.05 A 0 5 6 7 8 9 10 11 12 13 Wave period T ( sec ) 0.30 W.D ...
Page 371
... girder element . A maximum local bending stress due to apparent shear deflection does not occur at the same place of ... girder : d ) Shear - bending rigidity of bottom girder : KB 12EIBB ез e ) Apparent shear rigidity of the composed ...
... girder element . A maximum local bending stress due to apparent shear deflection does not occur at the same place of ... girder : d ) Shear - bending rigidity of bottom girder : KB 12EIBB ез e ) Apparent shear rigidity of the composed ...
Page 372
... girder : 500x20 ( W ) + 500x32 ( F ) Deck : 16t Deflection ( m / m ) 0.5m L.Bhd Opening 4m KT.Bid Sm -0.1 20t Bottom : 16t k5m + 0.5m Bottom girder : 500x20 ( W ) + 500x32 ( F ) b ) Hollow structure with deck and bottom girders in line ...
... girder : 500x20 ( W ) + 500x32 ( F ) Deck : 16t Deflection ( m / m ) 0.5m L.Bhd Opening 4m KT.Bid Sm -0.1 20t Bottom : 16t k5m + 0.5m Bottom girder : 500x20 ( W ) + 500x32 ( F ) b ) Hollow structure with deck and bottom girders in line ...
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