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 80
Page 132
Cost versus water depth data for the four monopods are shown in figure 6. Two curves are given for the four platforms considered ; initial cost ( Cid ) including 1. design , fabrication of substructure and piles , and project management ...
Cost versus water depth data for the four monopods are shown in figure 6. Two curves are given for the four platforms considered ; initial cost ( Cid ) including 1. design , fabrication of substructure and piles , and project management ...
Page 238
logarithmic axes in Figure 4 , and the different af values are apparent as different slopes in the fitted regression lines . These values are significantly greater than the values of 1.2 for watcrlinc members and 1.3 for other members ...
logarithmic axes in Figure 4 , and the different af values are apparent as different slopes in the fitted regression lines . These values are significantly greater than the values of 1.2 for watcrlinc members and 1.3 for other members ...
Page 380
1.70_1500E3_150_10 -200 The damage along the riser is shown in Figure 9. The highest values occur at depths of about 200 and 300m . The two distinct peaks occur as the same locations as for the maximum impact speed .
1.70_1500E3_150_10 -200 The damage along the riser is shown in Figure 9. The highest values occur at depths of about 200 and 300m . The two distinct peaks occur as the same locations as for the maximum impact speed .
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