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 21
... shows that northeast waves are dominant in the winter season , between December and February , while southeast waves are dominant in the summer season . In April and September , both directions coexist with a double peak shape . Monthly ...
... shows that northeast waves are dominant in the winter season , between December and February , while southeast waves are dominant in the summer season . In April and September , both directions coexist with a double peak shape . Monthly ...
Page 285
... shows that in the reclaimed soil behind the caisson , the maximum excess pore water pressure becomes larger as the depth becomes larger . The pore pressure gauge W3 , which is mounted at the deepest point , shows that its maximum excess ...
... shows that in the reclaimed soil behind the caisson , the maximum excess pore water pressure becomes larger as the depth becomes larger . The pore pressure gauge W3 , which is mounted at the deepest point , shows that its maximum excess ...
Page 38
... shows typical examples of underwater welding results . This figure shows the influence of root gap width on bead appearance when the miss - alignment is Omm . The welding condition was the same for both beads . The voltage , amperage ...
... shows typical examples of underwater welding results . This figure shows the influence of root gap width on bead appearance when the miss - alignment is Omm . The welding condition was the same for both beads . The voltage , amperage ...
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