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
... waves are dominant in the summer season . In April and September , both directions coexist with a double peak shape . Monthly average wave energy also varies significantly depending on the year . The total average wave energy is almost ...
... waves are dominant in the summer season . In April and September , both directions coexist with a double peak shape . Monthly average wave energy also varies significantly depending on the year . The total average wave energy is almost ...
Page 25
... Wave environment is important for the design of ocean going ship and marine structures . Therefore , constructing accurate wave statistics is demanded . For this purpose and ship operation , it is im- portant to developing the wave ...
... Wave environment is important for the design of ocean going ship and marine structures . Therefore , constructing accurate wave statistics is demanded . For this purpose and ship operation , it is im- portant to developing the wave ...
Page 27
... wave direction is from EAST to NORTH EAST . This result agreed well with wave map . Furthermore , estimated peak frequency agreed with swell frequency . On the other hand , wind wave seems difficult to distinguish from these result ...
... wave direction is from EAST to NORTH EAST . This result agreed well with wave map . Furthermore , estimated peak frequency agreed with swell frequency . On the other hand , wind wave seems difficult to distinguish from these result ...
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