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 116
THE BEAM MODEL The pipeline is modeled in a manner which has become standard in the industry , as shown in Fig . 2 ( Nyman , 1983 ; and , Structural Software Development , 1989 ) . The pipe is represented as a sequence of straight beam ...
THE BEAM MODEL The pipeline is modeled in a manner which has become standard in the industry , as shown in Fig . 2 ( Nyman , 1983 ; and , Structural Software Development , 1989 ) . The pipe is represented as a sequence of straight beam ...
Page 120
The curvatures shown in Fig . 9 indicate that a critical curvature of similar magnitude to that attained in NOM is now reached at approximately half the corresponding settlement value . Consequently , the reduced tensile force in the ...
The curvatures shown in Fig . 9 indicate that a critical curvature of similar magnitude to that attained in NOM is now reached at approximately half the corresponding settlement value . Consequently , the reduced tensile force in the ...
Page 459
The statistical characteristics of the data are shown in Table 3 for both wind speed and wave height . The data coverage in each year is shown in Table 4. Average data coverage during the 9 year period is 73 % . in which xa and Xe ...
The statistical characteristics of the data are shown in Table 3 for both wind speed and wave height . The data coverage in each year is shown in Table 4. Average data coverage during the 9 year period is 73 % . in which xa and Xe ...
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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 |