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 372
... equations used to represent the network , that is to say , there are more equations than unknowns . In this circumstance , some rational basis is required to make maximum use of this excess information . The state estimation approach ...
... equations used to represent the network , that is to say , there are more equations than unknowns . In this circumstance , some rational basis is required to make maximum use of this excess information . The state estimation approach ...
Page 374
... equations describing the system may be written in symbolic form as follows : F , ( x1 , x2 , x ^ -m ; p1 , p2 , ... p " ) = 0 ... ( i = 1 ... n ) ( 4 ) Here , the x - m are the initial unknowns of the problem and the pm are the ...
... equations describing the system may be written in symbolic form as follows : F , ( x1 , x2 , x ^ -m ; p1 , p2 , ... p " ) = 0 ... ( i = 1 ... n ) ( 4 ) Here , the x - m are the initial unknowns of the problem and the pm are the ...
Page 375
... equations describing the state variables , hence it would appear that the solution described above is inapplicable . However , the approach described in Section 4 can be used to linearise the model equations at a point close to their ...
... equations describing the state variables , hence it would appear that the solution described above is inapplicable . However , the approach described in Section 4 can be used to linearise the model equations at a point close to their ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
Fire and Pollution Safety | 36 |
Probabilistic Response Modelling | 56 |
Copyright | |
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Alberta Almen strip anticorrosion coating applied assessment backfill behaviour bending buckle lengths buckling burst pressure calculated cathodic protection compression concrete configuration cost crack propagation curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering environment equations factor failure FE analysis flow free spans friction gas pipeline grit blasting hoop stress increase installation integrity interaction length liquid load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium offshore OLGA operating OTDR overcoating parameters Permafrost pile pipeline pipeline system pits plane strain plastic polychloroprene Polypropylene predictions Qinghai resistance scour seabed sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens steel stiffness strain strain gauges strength stress stress concentration structural surface Table temperature thickness TMCP values velocity wall wave weld Zeepipe zone