Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 7, Parts 4-6American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 318
Pr ( the 100th largest force 100 - year force ) 0.51350 in 10000 years ( 7 ) at a For a given number of simulation years , this paper identifies the accuracy of the estimated k - year force given confidence level , assuming all input ...
Pr ( the 100th largest force 100 - year force ) 0.51350 in 10000 years ( 7 ) at a For a given number of simulation years , this paper identifies the accuracy of the estimated k - year force given confidence level , assuming all input ...
Page 319
Trapping 100 - Year Forces Pr ( The 10th largest annual force in 1000 years > the 100 - year force ) Figures 1-3 and Tables 1-3 are useful to establish an interval estimate for 100 - year forces . For example , from Figure 1 , we know ...
Trapping 100 - Year Forces Pr ( The 10th largest annual force in 1000 years > the 100 - year force ) Figures 1-3 and Tables 1-3 are useful to establish an interval estimate for 100 - year forces . For example , from Figure 1 , we know ...
Page 320
Find an a such that By using equation ( 9 ) , one can also obtain interval estimates for 500- and 1,000 - year force calculated from a 1,000 - year simulation . Based on a 1,000 - year simulation , we have Pr ( lEstimator 100 - year ...
Find an a such that By using equation ( 9 ) , one can also obtain interval estimates for 500- and 1,000 - year force calculated from a 1,000 - year simulation . Based on a 1,000 - year simulation , we have Pr ( lEstimator 100 - year ...
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Contents
ICE PROPERTIES1 | 1 |
Effects of Temperature and Strain Rate on Uniaxial Compressive Strength of Naturally Formed Fresh | 19 |
ICE PROPERTIES | 31 |
Copyright | |
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analysis applied Arctic assumed average bending boundary buckling calculated caused coefficient compressive Conference considered crack creep curves deformation depends depth determined developed diameter direction displacement effect elastic energy Engineering equation estimate experimental experiments factor failure field Figure flow force fracture friction function given heat horizontal impact increase International layer length lift force limit load lower material maximum mean measured Mechanics method movement normal observed obtained Offshore operating parameters performed pipe pipeline position predicted present pressure problem properties range ratio region relative Research resistance response saline samples scale scour ship shown shows soil solution specimen speed steel strain strain rate strength stress structure surface Table temperature thickness tion values velocity vertical wave welding