Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 65
... response amplitude ( Sarpkaya and Isaacson , 1981 ) ; CLm - A + B y ' ( x ' ) max where y ' ( x ' ) max is the scale vibration amplitude ( y / D ) . Experimental evidence ( Sarpkaya and Isaacson , 1981 ) indicates that B may be taken ...
... response amplitude ( Sarpkaya and Isaacson , 1981 ) ; CLm - A + B y ' ( x ' ) max where y ' ( x ' ) max is the scale vibration amplitude ( y / D ) . Experimental evidence ( Sarpkaya and Isaacson , 1981 ) indicates that B may be taken ...
Page 129
... Response data base method . The method applied by Sotberg et al . ( 1989 ) is based on the development of a limited number of nondimensional parameters describing the pipeline response to a satisfactory level of accu- racy , and ...
... Response data base method . The method applied by Sotberg et al . ( 1989 ) is based on the development of a limited number of nondimensional parameters describing the pipeline response to a satisfactory level of accu- racy , and ...
Page 147
EXTREME RESPONSE BASED ON - BOTTOM STABILITY DESIGN OF SUBMARINE PIPELINES J. C. Chao and J. A. Vermersch Exxon Production Research Company Houston , Texas R. B. North Saudi Arabian Oil Company Dhahran , Saudi Arabia Pipe Weight ( lb ...
EXTREME RESPONSE BASED ON - BOTTOM STABILITY DESIGN OF SUBMARINE PIPELINES J. C. Chao and J. A. Vermersch Exxon Production Research Company Houston , Texas R. B. North Saudi Arabian Oil Company Dhahran , Saudi Arabia Pipe Weight ( lb ...
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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 mean 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 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