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 135
... Dynamic : end Dynamic : center 1.4 1.3 1.2 1.1 1 .9 .8 .7 .6 .5 .4 .3 .2 .1 1 2 3 4 5 Length of structure / Wave length simple beam analysis Fig.8 Comparison of frequency responses between precise calculation and simple beam modeling ...
... Dynamic : end Dynamic : center 1.4 1.3 1.2 1.1 1 .9 .8 .7 .6 .5 .4 .3 .2 .1 1 2 3 4 5 Length of structure / Wave length simple beam analysis Fig.8 Comparison of frequency responses between precise calculation and simple beam modeling ...
Page 136
... Dynamic : x = 2500m Dynamic : x = 0m Deflection Amp./Wave Amp . - 2 Dynamic : x = 2500m Dynamic : x = 0m Rigid & Lighter Pontoon Type with Damper Wave x = 2500m x = 0m 6303 1 Angular Frequency ( rad / sec ) Fig . 10 Frequency response ...
... Dynamic : x = 2500m Dynamic : x = 0m Deflection Amp./Wave Amp . - 2 Dynamic : x = 2500m Dynamic : x = 0m Rigid & Lighter Pontoon Type with Damper Wave x = 2500m x = 0m 6303 1 Angular Frequency ( rad / sec ) Fig . 10 Frequency response ...
Page 187
DYNAMIC RESPONSE OF A LARGE FLEXIBLE FLOATING STRUCTURE IN REGULAR WAVES Y. Yasuzawa , K. Kagawa Department of Naval Architecture & Marine Systems Engineering Kyushu University , Fukuoka , Japan yasuzawa@nams.kyushu-u.ac.jp D. Kawano ...
DYNAMIC RESPONSE OF A LARGE FLEXIBLE FLOATING STRUCTURE IN REGULAR WAVES Y. Yasuzawa , K. Kagawa Department of Naval Architecture & Marine Systems Engineering Kyushu University , Fukuoka , Japan yasuzawa@nams.kyushu-u.ac.jp D. Kawano ...
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