Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 178
... combined wave- and wind induced response Ztot ( t ) = Z1 ( t ) + Z2 ( t ) + Zw ( t ) = Z12 ( t ) + Zw ( t ) ( 21 ) The pdf of the total response Ztot ( t ) is then obtained from fZtot ( 2 ) = [ ° ƒz . ( u ) ƒz , ( z – u ) du — RESPONSE ...
... combined wave- and wind induced response Ztot ( t ) = Z1 ( t ) + Z2 ( t ) + Zw ( t ) = Z12 ( t ) + Zw ( t ) ( 21 ) The pdf of the total response Ztot ( t ) is then obtained from fZtot ( 2 ) = [ ° ƒz . ( u ) ƒz , ( z – u ) du — RESPONSE ...
Page 212
... Combined Axial Compression and Pressure As in the case of most design codes , the problem of shell collapse under the combined action of axial compression and pressure is treated in this paper using an interaction approach . The ...
... Combined Axial Compression and Pressure As in the case of most design codes , the problem of shell collapse under the combined action of axial compression and pressure is treated in this paper using an interaction approach . The ...
Page 360
... combined with bending moment and axial force is expressed in the following form . M / M , [ sin ( 0/2 ) cos { ( π / 2 ) ( P / P , ) } For the case of the tube without perforation ( 8 λ = π ) , A = MM , = cos { ( π / 2 ) ( P / P ...
... combined with bending moment and axial force is expressed in the following form . M / M , [ sin ( 0/2 ) cos { ( π / 2 ) ( P / P , ) } For the case of the tube without perforation ( 8 λ = π ) , A = MM , = cos { ( π / 2 ) ( P / P ...
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amplitude applied approach Arctic Engineering assessment Bay of Campeche calculated coefficient components Conference on Offshore considered corrosion cost crack growth criteria damage deck defect distribution dynamic effect element equation estimate evaluated evidential reasoning approach factor fatigue Figure FPSO frequency function fuzzy given Guedes Soares hydrostatic test inspection planning installation jack-up linear maintenance marine maximum Mechanics and Arctic method monopod nonlinear North West Shelf obtained Offshore Mechanics offshore structures operations optimal parameters peak pipe pipeline prediction probabilistic probability density probability density function probability of failure procedure random variables reliability analysis reliability index response return period Rio de Janeiro riser risk risk based inspection safety seismic ship significant wave height simulation spectral spectrum statistical steel storm stress structural reliability subsea surface Table temperature theory ultimate strength uncertainty valves velocity water depth Weibull distribution wind