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 268
... pressure acting on the floating structure is evaluated by a linear potential flow theory . The hydrodynamic pressure may be expressed as a linear combination of the pressure component induced by seaquakes on the motionless structure and ...
... pressure acting on the floating structure is evaluated by a linear potential flow theory . The hydrodynamic pressure may be expressed as a linear combination of the pressure component induced by seaquakes on the motionless structure and ...
Page 285
... pressure by pore pressure gauges W3 to W5 , mounted in the reclaimed soil behind the caisson , W1 and W2 , mounted in the replaced soil directly under the caisson and W6 and W7 in front of W1 and W2 . The time history of W3 to W5 shows ...
... pressure by pore pressure gauges W3 to W5 , mounted in the reclaimed soil behind the caisson , W1 and W2 , mounted in the replaced soil directly under the caisson and W6 and W7 in front of W1 and W2 . The time history of W3 to W5 shows ...
Page 25
... pressure : 4-16 bar 2 Total hydrogen content H FM [ Nml H / 100g Fe ] Cold cracking area [ % ] 35 100 Bead on plate ... pressure of water vapour in the shielding gas [ mbar ] FIGURE 7 : The effect of the partial pressure of water vapor ...
... pressure : 4-16 bar 2 Total hydrogen content H FM [ Nml H / 100g Fe ] Cold cracking area [ % ] 35 100 Bead on plate ... pressure of water vapour in the shielding gas [ mbar ] FIGURE 7 : The effect of the partial pressure of water vapor ...
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