Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 54
... caisson under different conditions using Wavelet analysis . With this analysis , the response patterns of the braced caisson can be described in the time - frequency domain . RESULTS OF THE ANALYSES This section presents the finite ...
... caisson under different conditions using Wavelet analysis . With this analysis , the response patterns of the braced caisson can be described in the time - frequency domain . RESULTS OF THE ANALYSES This section presents the finite ...
Page 505
... caissons are moored in place and will be subject to high currents in the Narrows at a range of drafts . In order to investigate the motions of the caisson and the mooring line loads , physical model tests were performed at a scale of 1 ...
... caissons are moored in place and will be subject to high currents in the Narrows at a range of drafts . In order to investigate the motions of the caisson and the mooring line loads , physical model tests were performed at a scale of 1 ...
Page 563
... caisson due to current , a series of scaled physical model tests of one of the caissons was carried out . The forces on the new caisson were measured in the presence of the existing bridge pier and the bottom contours of the Narrows ...
... caisson due to current , a series of scaled physical model tests of one of the caissons was carried out . The forces on the new caisson were measured in the presence of the existing bridge pier and the bottom contours of the Narrows ...
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Common terms and phrases
amplitude analysis ASME axial barge caisson calculated Campos Basin catenary coefficient comparison computed Conference on Offshore configuration Copyright damping deck diameter diffraction displacement draft drag drag coefficient dynamic effect equations Figure finite element flow fluid force FPSO frequency domain heave hot spot stress hull hydrodynamic installation interaction jacket kips linear load load transfer located longitudinal maximum measured Mechanics and Arctic method mode model test Model-I mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures parameters peak performed Petrobras pipe platform polyester predicted pressure ratio Rayleigh distribution response Reynolds number riser Riser Tensioning S-N curve seastates shear shown in Fig simulation soil spectral spectrum spudcan steel stiffness subsea Table transverse upstream cylinder values velocity velocity potential vertical vessel vibration vortex vortex induced vibrations water depth wave height Weibull distribution Y Force