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 142
... beams ( this is accomplished in ABAQUS by the use of BEAM MPCs ) . In addition to the structural beam elements , an additional set of beam user elements is modeled . These beam user elements are used for the calculation and application ...
... beams ( this is accomplished in ABAQUS by the use of BEAM MPCs ) . In addition to the structural beam elements , an additional set of beam user elements is modeled . These beam user elements are used for the calculation and application ...
Page 143
... beam - user elements so that all the hydrodynamic forces on the structure are accounted for . Figure 15 shows the total wetted surface associated with the beam user - elements shown in Figure 12. The figure ( Figure 15 ) shows that the ...
... beam - user elements so that all the hydrodynamic forces on the structure are accounted for . Figure 15 shows the total wetted surface associated with the beam user - elements shown in Figure 12. The figure ( Figure 15 ) shows that the ...
Page 176
... beam finite element model of the bridge is formulated . The beam model includes both the mechanical stiffness of the beam ( bridge ) and the additional hydrostatic stiffness . The modules can be either pin - connected or rigidly ...
... beam finite element model of the bridge is formulated . The beam model includes both the mechanical stiffness of the beam ( bridge ) and the additional hydrostatic stiffness . The modules can be either pin - connected or rigidly ...
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