Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 74
Design Criteria is For spans which have grown to the maximum expected , in the order of 90 m , significant dynamic amplification of the response to wave induced loads expected . However , the effect of cable stiffness of free spans ...
Design Criteria is For spans which have grown to the maximum expected , in the order of 90 m , significant dynamic amplification of the response to wave induced loads expected . However , the effect of cable stiffness of free spans ...
Page 84
The improper definition of the allowable free span may have a direct and considerable impact on the project safety and cost ... both to prepare smoother laying bed and to support longer free spans after pipeline installation .
The improper definition of the allowable free span may have a direct and considerable impact on the project safety and cost ... both to prepare smoother laying bed and to support longer free spans after pipeline installation .
Page 314
whether some of the other pipeline exposure could develop into free spans , and therefore should be protected against this by f.ex. rock dumping . The most important parameters , in terms of environmental conditions , that controls the ...
whether some of the other pipeline exposure could develop into free spans , and therefore should be protected against this by f.ex. rock dumping . The most important parameters , in terms of environmental conditions , that controls the ...
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Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 98 |
Copyright | |
12 other sections not shown
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Common terms and phrases
additional allowable analysis applied approach areas assessment assumed axial bending buckle calculated carried coating compression concrete configuration considered construction corrosion cost crack criteria curvature deformation depth determined developed diameter direction displacement distribution effect Engineering equations expected experiments factor failure field Figure flow force free spans increase induced initial installation integrity interaction internal joint laying length limit load longitudinal lowering material maximum measured mechanical method movement observed obtained occur offshore operating parameters performed pile pipe pipeline pits position predicted present pressure range reduced reference relative resistance respectively response scour seabed shear shown shows significant simulation soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature term thickness values wall wave yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1993 |
| Export Citation | BiBTeX EndNote RefMan |