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 271
... respectively , and Ɛ 。= 2 and ɛ - 1 ( n≥1 ) . MM , CM and K represent the nm - th generalized added mass , generalized added damping and generalized added stiffness , respectively , given by M = ( 35 ) Cm Having obtained the ...
... respectively , and Ɛ 。= 2 and ɛ - 1 ( n≥1 ) . MM , CM and K represent the nm - th generalized added mass , generalized added damping and generalized added stiffness , respectively , given by M = ( 35 ) Cm Having obtained the ...
Page 292
... respectively . Floating structures The MFSD is assumed to move in the horizontal surface and to neglect the local elastic deflection of the floating structure at the applied force point , so that the rigid model is introduced to ...
... respectively . Floating structures The MFSD is assumed to move in the horizontal surface and to neglect the local elastic deflection of the floating structure at the applied force point , so that the rigid model is introduced to ...
Page 336
... respectively of such damages were found during later routine inspection or by chance , compared with 68 and 75 % respectively at the time of occurrence . Data Three sources of data on actual offshore damage were made available for this ...
... respectively of such damages were found during later routine inspection or by chance , compared with 68 and 75 % respectively at the time of occurrence . Data Three sources of data on actual offshore damage were made available for this ...
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