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 118
THE GEOTECHNICAL PARAMETERS AND THE SENSITIVITY STUDY The characteristics of the geotechnical springs for Specimen NOM are shown ... All of the spring characteristics for a type of spring can then be described with a single parameter .
THE GEOTECHNICAL PARAMETERS AND THE SENSITIVITY STUDY The characteristics of the geotechnical springs for Specimen NOM are shown ... All of the spring characteristics for a type of spring can then be described with a single parameter .
Page 376
Prodige 13319 1332 Receipt O 8003 Receipe 1107 Peceipt 2002 1100 1409 It has been assumed so far that X and Y contain all the input and output parameters involved in a given simulation . If only subsets of X and Y ( X , and Y ...
Prodige 13319 1332 Receipt O 8003 Receipe 1107 Peceipt 2002 1100 1409 It has been assumed so far that X and Y contain all the input and output parameters involved in a given simulation . If only subsets of X and Y ( X , and Y ...
Page 380
o = variance for the ith measurement J ( x ) = measurement residual ( or error ) If this condition is not satisfied there would be enough parameters that are known with certainty to have a completely determined ( or over - determined ) ...
o = variance for the ith measurement J ( x ) = measurement residual ( or error ) If this condition is not satisfied there would be enough parameters that are known with certainty to have a completely determined ( or over - determined ) ...
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Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 98 |
Copyright | |
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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 |