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 158
... response must be filtered to obtain the high - frequency response that might be associated with ringing events . Computation of the spectral energy density of the displacement response allows the identification of the different ...
... response must be filtered to obtain the high - frequency response that might be associated with ringing events . Computation of the spectral energy density of the displacement response allows the identification of the different ...
Page 372
... response . This simulates identical conditions for both mooring lines and risers in terms of relative water particle kinematics . Statistical Representation of Response The most probable maximum ( or minimum ) values for the desired ...
... response . This simulates identical conditions for both mooring lines and risers in terms of relative water particle kinematics . Statistical Representation of Response The most probable maximum ( or minimum ) values for the desired ...
Page 502
... response spectrum is absent like the oscillation of a single structure and significant low frequency oscillations were observed . The effect of incident wave peak frequency on the responses is studied by varying the peak frequencies , f ...
... response spectrum is absent like the oscillation of a single structure and significant low frequency oscillations were observed . The effect of incident wave peak frequency on the responses is studied by varying the peak frequencies , f ...
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