Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 330
... measured shear strengths for the site . The measured shear strength profile for the Main Pass site were based on vane test results as shown on Figure 5. These remote vane measurements were adjusted according to proce- dures described by ...
... measured shear strengths for the site . The measured shear strength profile for the Main Pass site were based on vane test results as shown on Figure 5. These remote vane measurements were adjusted according to proce- dures described by ...
Page 542
... measured TYPE OF TEST Deformation Table 2. COMPARISON OF PREDICTED AND MEASURED DEFORMATIONS UNDER PRESSURE AND TENSION , WITH LOCKED ENDS DEFORMATIONS predicted measured ST2 - FREE ENDS PRESSURE = 210 BAR elongation ( mm ) 35 . 38.5 ...
... measured TYPE OF TEST Deformation Table 2. COMPARISON OF PREDICTED AND MEASURED DEFORMATIONS UNDER PRESSURE AND TENSION , WITH LOCKED ENDS DEFORMATIONS predicted measured ST2 - FREE ENDS PRESSURE = 210 BAR elongation ( mm ) 35 . 38.5 ...
Page 549
... measurements . Figure 5 : Comparison of calculated and measured values of declination from straight line at 200 mm from the fixed end of the hose ( i ) as computed by finite - element method . ( The shaded region is the scatter of the ...
... measurements . Figure 5 : Comparison of calculated and measured values of declination from straight line at 200 mm from the fixed end of the hose ( i ) as computed by finite - element method . ( The shaded region is the scatter of the ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis anchor applied bending calculations components Conference connected considerable considered construction cost curve damage depth determined direction displacement distribution drilling dynamic effect element energy Engineering equation equipment excitation fatigue field Figure fixed flexible floating flow forces frequency function geometry included increase inspection installation International joint length limit linear load lower mass matrix maximum mean measured Mechanics method mode model tests mooring mooring system motion obtained Offshore operating parameters performance period phase pile pipe pipeline platform position presented pressure production ratio response riser RPIT shear shown shows significant soil static stiffness strength stress structure surface Table technique Technology tension tool tower turbine vessel wave weight