Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Parts 5-6American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 126
... response function The frequency response function defined by the ratio between input force and acceleration responses is calculated based on the recorded data . The signal processing to convert from analog to digital data was performed ...
... response function The frequency response function defined by the ratio between input force and acceleration responses is calculated based on the recorded data . The signal processing to convert from analog to digital data was performed ...
Page 131
... Response and Design of Large Scale Floating Structure Hideyuki Suzuki , University of Tokyo Yukitaka Yasuzawa ... response of the structure is introduced . Hydroelastic problem is solved and the structural response is solved by the ...
... Response and Design of Large Scale Floating Structure Hideyuki Suzuki , University of Tokyo Yukitaka Yasuzawa ... response of the structure is introduced . Hydroelastic problem is solved and the structural response is solved by the ...
Page 135
... RESPONSE CHARACTERISTICS Fig.9 Large scale floating structure with improved response characteristic by modifying perimeter structure . One possible way to improve the response characteristics of the structure is to change the dynamic ...
... RESPONSE CHARACTERISTICS Fig.9 Large scale floating structure with improved response characteristic by modifying perimeter structure . One possible way to improve the response characteristics of the structure is to change the dynamic ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
Design Guideline for Free Spanning Pipelines | 28 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Copyright | |
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amplitude analysis ASME axial beam bending bending moment bottom boundary calculated characteristics coefficient collapse condition corrosion cross-flow defect deformation density Det Norske Veritas developed diameter displacement dynamic elastic electrodes Engineering equation evaluated experimental fatigue Figure floating airport flow rate fluid force free span function hoop stress horizontal hydrodynamic Hydroelastic impeller in-line VIV incident waves inspection instability region installation interaction Japan large floating structure length limit limit state design linepipe load effects maximum measured Mega-Float meter method mode mooring motion natural frequencies node numerical obtained Offshore parameters phase pipe predicted pressure distribution ratio reduced velocity reliability response safety class safety factors safety levels sand wave seabed simulation Statoil steel strain stress surface Table temperature thickness titanium trawl turbulence two-phase flow uncertainty velocity potential vertical vibration VLFS Vortex Induced Vibrations water depth wave height welding