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
... mode number excited q = index representing mode number used for the best - fit 1 = number below which it is considered low modes h = number above which it is considered high modes A = Mode shape of jh mode at ith sensor location A1j Ki ...
... mode number excited q = index representing mode number used for the best - fit 1 = number below which it is considered low modes h = number above which it is considered high modes A = Mode shape of jh mode at ith sensor location A1j Ki ...
Page 405
... modes . Similarly , for the low mode numbers except for mode 4 response , the chosen sensor arrangement provides high clarity . Spatial aliasing occurs with the 5th adjacent mode for modes greater than 5 , which can be clearly ...
... modes . Similarly , for the low mode numbers except for mode 4 response , the chosen sensor arrangement provides high clarity . Spatial aliasing occurs with the 5th adjacent mode for modes greater than 5 , which can be clearly ...
Page 413
mode shapes mode shapes several mode shapes for the same K and for variable tension ratio . An important point which must be further discussed is that for higher tensions the mode shapes are smoother while for smaller tension the ...
mode shapes mode shapes several mode shapes for the same K and for variable tension ratio . An important point which must be further discussed is that for higher tensions the mode shapes are smoother while for smaller tension the ...
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 Copyright 2006 curve cylinder damping deck diameter displacement drag coefficient dynamic effects Engineering June 4-9 equation experimental fatigue damage floating frequency domain function heave plates hull hydrodynamic impact interaction jacket linear matrix maximum measured Mechanics and Arctic method mode model tests motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics offshore structures OMAE2006 25th International oscillation parameters pile pipe predicted presented Proceedings of OMAE2006 ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine