## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5American Society of Mechanical Engineers, 1990 - Arctic regions |

### From inside the book

Results 1-3 of 44

Page 65

Experimental evidence ( Sarpkaya and Isaacson , 1981 ) indicates that B may be taken equal to zero for cross

Experimental evidence ( Sarpkaya and Isaacson , 1981 ) indicates that B may be taken equal to zero for cross

**flow**vibrations . Equation ( 10 ) shows how the**flow**vibration amplitude y'p ( x ' ) can be obtained from the model test ...Page 66

APPLICABILITY The derivation of the scaling expression in Equation 10 assumes steady

APPLICABILITY The derivation of the scaling expression in Equation 10 assumes steady

**flow**conditions . One approach for scaling combined ( steady + oscillatory )**flow**conditions is to calculate the reduced velocity Ur based on the ...Page 175

Here we hold the idea given above , i.ei the idea of Poisson failure

Here we hold the idea given above , i.ei the idea of Poisson failure

**flow**by time and coordinate . Hence , the Eq . ( 7 ) takes the form : R ( t , L ) -Rx ( m ) . Ra ( t ) ( 9 ) where Re ( m ) is the failure**flow**on spatial coordinate ...### 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

addition analysis applied approach assessment assumed bending calculations caused considered CONTINUE corrosion crack damage deformation depth described diameter direction displacement distribution effect energy Engineering ensemble equations factors failure field Figure flow force fracture function given hole included increase initial installation internal layer length limit load material maximum measured mechanical method mode movement obtained occurred Offshore operation parameters pipe pipeline plastic plate platform position predicted presented pressure probability problem procedure properties radial range ratio reduced relative reliability resistance response safety scaling scour seabed shown shows simulated soil solution span stability steel strain strength stress structure subsea surface Table term thickness toughness tracers tube uncertainty values valve variables wall wave weight weld