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 259
... elasticity that must be accounted for . on the structural design of floating bridge , we developed analysis method for elastic response of floating bridge that takes structural elasticity into account . The structure , formulated by ...
... elasticity that must be accounted for . on the structural design of floating bridge , we developed analysis method for elastic response of floating bridge that takes structural elasticity into account . The structure , formulated by ...
Page 260
... elastic structure is treated as a three - dimensional elastic frame structure , and elastic deformations and member forces of the superstructures necessary for structural design are directly calculated [ 9,10 ] . Fig.2 shows an outline ...
... elastic structure is treated as a three - dimensional elastic frame structure , and elastic deformations and member forces of the superstructures necessary for structural design are directly calculated [ 9,10 ] . Fig.2 shows an outline ...
Page 261
... elastic response analysis are compared , there is no significant difference between them in axial force Fx and ... elastic deformation of the girder . 3 . MODEL BASIN TEST In order to investigate the characteristics of dynamic elastic ...
... elastic response analysis are compared , there is no significant difference between them in axial force Fx and ... elastic deformation of the girder . 3 . MODEL BASIN TEST In order to investigate the characteristics of dynamic elastic ...
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