Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Parts 2-3American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 226
... Figure 6 and it is related with the case of Figure 5 . Figure 7 shows the results from the calculation in the conditions in which the inspections are made when the reliability of the structure is less than 0.99 . As results of using ...
... Figure 6 and it is related with the case of Figure 5 . Figure 7 shows the results from the calculation in the conditions in which the inspections are made when the reliability of the structure is less than 0.99 . As results of using ...
Page 301
... Figure 9 Vertical Response Power Spectrum at Top Floor under Vertical Earthquakes Only and Combination of Wave and Vertical Earthquake 208 14 12 10 6 4 2 0 0 50 W = 0 W = 20m / s 100 150 200 250 300 350 400 Agmax ( gal ) Figure 7 ...
... Figure 9 Vertical Response Power Spectrum at Top Floor under Vertical Earthquakes Only and Combination of Wave and Vertical Earthquake 208 14 12 10 6 4 2 0 0 50 W = 0 W = 20m / s 100 150 200 250 300 350 400 Agmax ( gal ) Figure 7 ...
Page 201
... Figure 4 : Test specimen . T W = 25.4 mm t = 5 mm cleaning in a five percent H2SO4 solution for 10-15 minutes in an ultrasonic cleaner . RESULTS AND DISCUSSION Fractography of Specimens Fatigued in Air Figure 5a - d presents micrographs ...
... Figure 4 : Test specimen . T W = 25.4 mm t = 5 mm cleaning in a five percent H2SO4 solution for 10-15 minutes in an ultrasonic cleaner . RESULTS AND DISCUSSION Fractography of Specimens Fatigued in Air Figure 5a - d presents micrographs ...
Contents
SPECTRAL MODELLING OF WAVES | 1 |
RISK ANALYSIS | 33 |
PROBABILISTIC MODELLING OF WAVES | 99 |
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alloys aluminium analysis applied ASME assessment base metal bending brittle fracture calculated coefficient corrosion fatigue crack arrestability crack depth crack growth crack tip CTOD curve damage defects deformation dent Det Norske Veritas developed distribution dynamic earthquake effect energy Engineering equation estimated evaluated factor failure fatigue crack Figure fracture mechanics fracture toughness frequency function heat increase initiation inspection Japan maintenance martensitic material maximum mbar measured mechanical properties method notch observed obtained offshore structures OMAE parameters peening performed pipe plastic platform prediction pressure procedure ratio reliability response risers S-N curve safety sea water seismic shielding gas ship shown in Fig simulation single-sided welds specimens spectra spectrum statistical steel plate strain stress range surface Table temperature tensile toughness tubular underwater underwater welding vertical wave height Weibull distribution weld metal welded joints width yield strength yield stress