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 145
... shown in Fig . 8 or 9. Fig.8 corresponds to Fig . 3 for wind velocity , and Fig . 9 to Fig . 4 respectively . We find also in Fig . 8 and 9 the important character that Om or Os keeps almost the minimum value in the range where t is ...
... shown in Fig . 8 or 9. Fig.8 corresponds to Fig . 3 for wind velocity , and Fig . 9 to Fig . 4 respectively . We find also in Fig . 8 and 9 the important character that Om or Os keeps almost the minimum value in the range where t is ...
Page 183
... shown in Fig.3 . 3.4.6 Double Side of Unidirectional Girder System All of the transverse webs are deleted . Shells and longitudinal bulkhead are stiffened with side stringers arranged at every space of approx . 950 mm as shown in Fig ...
... shown in Fig.3 . 3.4.6 Double Side of Unidirectional Girder System All of the transverse webs are deleted . Shells and longitudinal bulkhead are stiffened with side stringers arranged at every space of approx . 950 mm as shown in Fig ...
Page 166
... shown in Fig . 1. As shown in the figure , three typical tubular joints were chosen for fatigue life evaluation . One is a K - type joint of a column ( or a leg ) which is referred as CK - Joint . The second one is a K - type joint of a ...
... shown in Fig . 1. As shown in the figure , three typical tubular joints were chosen for fatigue life evaluation . One is a K - type joint of a column ( or a leg ) which is referred as CK - Joint . The second one is a K - type joint of a ...
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