Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 484
... amplitude of the Fourier transform of the sampled wavelet . 1.0 0.5 0.0 -0.5 0.00340 0.00320 EM Instantaneous Frequency ( Hz ) 0.00300 0.00280 0.00260 b ) 1.00 Amplitude -1.0 5000 10000 15000 time ( s ) Figure 5.0 3.8 2.5 1.2 0.0 0.75 ...
... amplitude of the Fourier transform of the sampled wavelet . 1.0 0.5 0.0 -0.5 0.00340 0.00320 EM Instantaneous Frequency ( Hz ) 0.00300 0.00280 0.00260 b ) 1.00 Amplitude -1.0 5000 10000 15000 time ( s ) Figure 5.0 3.8 2.5 1.2 0.0 0.75 ...
Page 485
... amplitude extremes . Therefore , consideration must be given as to how wavelet analysis represents such complex features of physical response modes . ANALYSIS OF SYNTHESIZED SIGNALS : LOCALIZED EXTREMES In this section the ability of ...
... amplitude extremes . Therefore , consideration must be given as to how wavelet analysis represents such complex features of physical response modes . ANALYSIS OF SYNTHESIZED SIGNALS : LOCALIZED EXTREMES In this section the ability of ...
Page 487
Prescribed Amplitude Peak 100 80 888 60 40 20 탕 ---- 탕 b o 4 3 2 1 σ / T Morlet Paul O O Figure 7 Variation of Percent of Amplitude Resolved by the Morlet and Paul Wavelets as a Function of the Localization Parameter ANALYSIS OF ...
Prescribed Amplitude Peak 100 80 888 60 40 20 탕 ---- 탕 b o 4 3 2 1 σ / T Morlet Paul O O Figure 7 Variation of Percent of Amplitude Resolved by the Morlet and Paul Wavelets as a Function of the Localization Parameter ANALYSIS OF ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assessment Bay of Campeche beam bending calculated catenary coefficient components computed Copyright cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated factor failure fatigue damage fiber ropes Figure finite element finite element analysis fluid FPSO function guideline Haltenbanken heave plate horizontal hydrodynamic irregular waves Joint Conference Energy linear load maximum measured method mode mode shape model tests mooring line mooring system motion nonlinear obtained offshore structures Offshore Technology Offshore Technology Conference parameters peak pipeline platform prediction pressure ratio response riser riser tension rogue wave S-N curve safety sea floor sensors shear shear modulus ship shown simulation soil soliton Spar spar platform spectral spectrum stiffener stiffness strength suction surface surge Table tanker tension variables velocity vertical vessel vibration water depth wave height wavelet wavenumber wind