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 169
Displacements as small as 0.0025 mm are measured . Techniques and equipment have been developed to hydraulically insert the piles into the frozen test soils , undercut the test piles to eliminate end bearing forces and , after the test ...
Displacements as small as 0.0025 mm are measured . Techniques and equipment have been developed to hydraulically insert the piles into the frozen test soils , undercut the test piles to eliminate end bearing forces and , after the test ...
Page 300
3500 3000 The fibre optic measurements were made with sensors attached at discrete points over two different gauge lengths ( 610 mm and 1830 mm ) , therefore , as with the mechanical measurements , the strains measured were average ...
3500 3000 The fibre optic measurements were made with sensors attached at discrete points over two different gauge lengths ( 610 mm and 1830 mm ) , therefore , as with the mechanical measurements , the strains measured were average ...
Page 362
A physically based model is used which is continuously synchronised to measured data from the real plant that is considered ... The shadow model can be likened to a comprehensive dynamic inferential measurement system , as it provides ...
A physically based model is used which is continuously synchronised to measured data from the real plant that is considered ... The shadow model can be likened to a comprehensive dynamic inferential measurement system , as it provides ...
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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 |