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 161
... indicates that for the largest steep wave the wave kinematics may have to be increased . with The results for all responses are compared measurements in Table 3. It is seen that the vertical forces in legs are smaller in simulations ...
... indicates that for the largest steep wave the wave kinematics may have to be increased . with The results for all responses are compared measurements in Table 3. It is seen that the vertical forces in legs are smaller in simulations ...
Page 331
... indicates the strength of panels for stiffener induced failure . It can be seen that both panels have relatively low strength and that stiffener induced failure is the governing stiffened plate failure mode . The fourth column " plate ...
... indicates the strength of panels for stiffener induced failure . It can be seen that both panels have relatively low strength and that stiffener induced failure is the governing stiffened plate failure mode . The fourth column " plate ...
Page 70
... indicates that the process of in - service inspections needs to be ' re- engineered ' if owners and operators of marine structures are to realize significant improvements in the development of optimal strategies for inspections . The ...
... indicates that the process of in - service inspections needs to be ' re- engineered ' if owners and operators of marine structures are to realize significant improvements in the development of optimal strategies for inspections . The ...
Contents
SPECTRAL MODELLING OF WAVES | 1 |
RISK ANALYSIS | 33 |
PROBABILISTIC MODELLING OF WAVES | 99 |
Copyright | |
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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