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 369
... shear - bending deflection of deck and bottom girders , that is , " apparent " shear deflection in an entire section often occurs by a shear force which can sometimes create considerably high stress . The behavior of this type structure ...
... shear - bending deflection of deck and bottom girders , that is , " apparent " shear deflection in an entire section often occurs by a shear force which can sometimes create considerably high stress . The behavior of this type structure ...
Page 371
... shear force occurs when the bending moment of the whole section is zero . ( 2 ) Evaluation of apparent shear rigidity by a grillage model For a set of single line tunnels crossed by deck and bottom girders with neighboring bulkheads ...
... shear force occurs when the bending moment of the whole section is zero . ( 2 ) Evaluation of apparent shear rigidity by a grillage model For a set of single line tunnels crossed by deck and bottom girders with neighboring bulkheads ...
Page 374
... shear thickness given by Eq . ( 7 ) equivalent to the apparent shear rigidity are used for the openings . A lowered bottom is provided to accommodate the tunnel in this case . ( 4 ) Result of the stress calculation Figure 17 shows the ...
... shear thickness given by Eq . ( 7 ) equivalent to the apparent shear rigidity are used for the openings . A lowered bottom is provided to accommodate the tunnel in this case . ( 4 ) Result of the stress calculation Figure 17 shows the ...
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