Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
From inside the book
Results 1-3 of 78
Page 178
Hence we may write 2πσω In view of this we may now extend equation 3 to include the combined wave- and wind induced response vite ( zrej ) fz ... Vede ( zres ) will be estimated by the following ' Gaussian ' combination formula szra ( 2 ) ...
Hence we may write 2πσω In view of this we may now extend equation 3 to include the combined wave- and wind induced response vite ( zrej ) fz ... Vede ( zres ) will be estimated by the following ' Gaussian ' combination formula szra ( 2 ) ...
Page 212
Combined Axial Compression and Pressure The formulation considers is generally applicable to shells with parameters of the following ranges . As in the case of most design codes , the problem of shell collapse under the ...
Combined Axial Compression and Pressure The formulation considers is generally applicable to shells with parameters of the following ranges . As in the case of most design codes , the problem of shell collapse under the ...
Page 360
3 Collapse strength under combined with bending moment and axial force . Axial Bending Combined OY .0 3. Simplified Estimation for the Deterioration of Ultimate Strength of Perforated Tube under Compression f 0121 Next , we consider a ...
3 Collapse strength under combined with bending moment and axial force . Axial Bending Combined OY .0 3. Simplified Estimation for the Deterioration of Ultimate Strength of Perforated Tube under Compression f 0121 Next , we consider a ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Other editions - View all
Common terms and phrases
acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expected expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind