Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |
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Page 402
= base functions containing the analytical modal information such as shapes , slopes or curvatures p = index representing mode number excited q = index representing mode number used for the best - fit / = number below which it is ...
= base functions containing the analytical modal information such as shapes , slopes or curvatures p = index representing mode number excited q = index representing mode number used for the best - fit / = number below which it is ...
Page 414
... mode shape is plotted for sufficiently high flexural rigidity K and tension ratio T. The mode is given for three different combinations of end supports , i.e. , clamped - clamped , hinged- hinged and hinged - clamped . The first was ...
... mode shape is plotted for sufficiently high flexural rigidity K and tension ratio T. The mode is given for three different combinations of end supports , i.e. , clamped - clamped , hinged- hinged and hinged - clamped . The first was ...
Page 776
added mass and results in longer natural period of the insulation system . The mode shapes of flexible support model can be divided into two parts which is shown in Figure 13. First part is that the stiffened panel and insulation system ...
added mass and results in longer natural period of the insulation system . The mode shapes of flexible support model can be divided into two parts which is shown in Figure 13. First part is that the stiffened panel and insulation system ...
Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692055 | 23 |
Copyright | |
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25th International Conference added mass amplitude analysis applied Arctic Engineering June ASME axial behavior bending bending moment boundary caisson calculated catenary coefficients collision computed Conference on Offshore configuration considered Copyright 2006 curve cylinder damping deck diameter displacement dynamic effects Engineering June 4-9 equation experimental fatigue damage floating force frequency domain function heave hull hydrodynamic impact interaction jacket linear LNG carrier matrix maximum measured Mechanics and Arctic method mode mode shapes model tests mooring lines motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics oscillation parameters pile pipe plate platform predicted presented ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table tank Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine