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 74
Next , the design response spectra are obtained by applying a scale factor on the 1000 - year spectra , as shown in Table 6. The scale factors in Table 6 , which are dependent on the platform Exposure Category , should lead to a design ...
Next , the design response spectra are obtained by applying a scale factor on the 1000 - year spectra , as shown in Table 6. The scale factors in Table 6 , which are dependent on the platform Exposure Category , should lead to a design ...
Page 75
As Table 7 shows , the range of scale factors ( Factor 1 x Factor 2 ) calculated for L3 platforms is 0.67-0.96 . For L2 platforms , the range of scale factors is 1.10-1.20 , i.e. , this is the range of Factor 2 in Table 7 since the ...
As Table 7 shows , the range of scale factors ( Factor 1 x Factor 2 ) calculated for L3 platforms is 0.67-0.96 . For L2 platforms , the range of scale factors is 1.10-1.20 , i.e. , this is the range of Factor 2 in Table 7 since the ...
Page 449
YM , + YwPWM SYOW ( 27 ) w YM , + YwPwMW SY0opWe ( 28 ) where Yo Yw and Yu are partial load and strength factors ... and a set of partial load factors , the strength partial factor can be determined by first order reliability method .
YM , + YwPWM SYOW ( 27 ) w YM , + YwPwMW SY0opWe ( 28 ) where Yo Yw and Yu are partial load and strength factors ... and a set of partial load factors , the strength partial factor can be determined by first order reliability method .
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