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 53
... element method model used for analysis . For the elements representing the beam and a portion of the ceiling being exposed directly to flame ( hereinafter called " heated surface " ) is considered a reradiation from the member to the ...
... element method model used for analysis . For the elements representing the beam and a portion of the ceiling being exposed directly to flame ( hereinafter called " heated surface " ) is considered a reradiation from the member to the ...
Page 224
... element then it is replaced by a perfect one . The progressive fatigue failure of the structural system is considered . If n denotes the number of elements that have a repair at time Tj , and M is the total number of elements , then the ...
... element then it is replaced by a perfect one . The progressive fatigue failure of the structural system is considered . If n denotes the number of elements that have a repair at time Tj , and M is the total number of elements , then the ...
Page 304
... elements that comprise offshore platforms ( API , 1993 ; Moses , 1986 ) : E REYDI DI + YD2 D2 + YLI L1 + YE E ( 1 ) where is the resistance factor for earthquake loadings , Rg is the design capacity of the platform element ( e.g. brace ...
... elements that comprise offshore platforms ( API , 1993 ; Moses , 1986 ) : E REYDI DI + YD2 D2 + YLI L1 + YE E ( 1 ) where is the resistance factor for earthquake loadings , Rg is the design capacity of the platform element ( e.g. brace ...
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