Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 391
It can be identified using the procedure described by Zhou and Murray ( 1993 ) . Concerning the softening region , its correct definition is important , mainly in displacement controlled configuration : the rationale of that is the ...
It can be identified using the procedure described by Zhou and Murray ( 1993 ) . Concerning the softening region , its correct definition is important , mainly in displacement controlled configuration : the rationale of that is the ...
Page 409
The description of the scouring processes has been based on and verified through physical model tests carried out as part ... Experiments performed in pure current flow have for example been described by Kjeldsen ( 1973 ) , Mao ( 1986 ) ...
The description of the scouring processes has been based on and verified through physical model tests carried out as part ... Experiments performed in pure current flow have for example been described by Kjeldsen ( 1973 ) , Mao ( 1986 ) ...
Page 410
The erosion processes at the free span supports have been described by Hansen et al ( 1991 ) . This work was based on a limited number of physical experiments . A criteria for onset of new scour holes in oscillatory flow has been given ...
The erosion processes at the free span supports have been described by Hansen et al ( 1991 ) . This work was based on a limited number of physical experiments . A criteria for onset of new scour holes in oscillatory flow has been given ...
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Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 41 |
VOLUME IA OFFSHORE TECHNOLOGY | 97 |
SAFETY AND RELIABILITY | 137 |
Copyright | |
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allowable analysis applied approach approximately assessment associated axial bending buckling calculated cause coating compressive considered corrosion cost criteria critical curvature curve deformation depth described determined diameter displacement distribution effect element Engineering equation factors failure field Figure flow force frequency function given important increase indicated initial inspection installation integrity internal joint length limit load material maximum mean measured Mechanics method movement natural obtained occur Offshore operating parameters performed pipe pipeline possible potential predicted presented pressure properties range reduced reliability representative resistance response risk safety seabed shown shows significant slope soil span specific specimens steel strain strength stress structural subjected surface Table Technology temperature tests thickness uncertainty valve wall wave weld