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 165
... bending . The y - displacements of the MOB are nearly symmetric , with corners 1 , 2 , 7 , and 8 responding similarly , and corners 3 , 4 , 5 , and 6 responding similarly . The z - displacements clearly indicate resonant behavior at 3.1 ...
... bending . The y - displacements of the MOB are nearly symmetric , with corners 1 , 2 , 7 , and 8 responding similarly , and corners 3 , 4 , 5 , and 6 responding similarly . The z - displacements clearly indicate resonant behavior at 3.1 ...
Page 166
... bending mode ( Fig . 6 ) . RAOS for the axial forces in the connectors demonstrate that the resonance in vertical bending at 3.1 s can cause a large axial force that is sensitive to structural damping . Interestingly , however , the ...
... bending mode ( Fig . 6 ) . RAOS for the axial forces in the connectors demonstrate that the resonance in vertical bending at 3.1 s can cause a large axial force that is sensitive to structural damping . Interestingly , however , the ...
Page 315
... bending moments Max . Bending Moment ( Nm / m ) Bending Moment ( Nm / m ) 3.0E + 07 14sec 18sec 10sec 2.0E + 07 25sec 8sec 1.0E + 07 0.0E + 00 0 30 60 Wave Direction ( deg . ) Figure 6. Maximum bending moment 2.5E + 07 2.0E + 07 1.5E + ...
... bending moments Max . Bending Moment ( Nm / m ) Bending Moment ( Nm / m ) 3.0E + 07 14sec 18sec 10sec 2.0E + 07 25sec 8sec 1.0E + 07 0.0E + 00 0 30 60 Wave Direction ( deg . ) Figure 6. Maximum bending moment 2.5E + 07 2.0E + 07 1.5E + ...
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