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- W1977905271 abstract "Starting from the Lagrange equations the generalized algebraic eigenproblem has been obtained. The notions of the statical compression measure density matrix as well as the coefficient α of the statical compression measure density (α-N) of the bar finite element have been introduced. On the basis of the above formulae the limit load P of the two steel structure supports of 110 kV electric lines has been calculated using the author's own CAD system named SLEN. After solving the generalized algebraic eigenproblem, the lowest eigenvalue α1 < 1 for all cases has been calculated. The average value of the α1, was about 0.7. Then the calculated limit load P was about 30% lower than the real limit load Po. For the technical conformity of the limit loads, calculated (P) and measured at the trial station (Po), the following has been proposed: 1.(1) assumption of the statical compression measure density coefficient α ≠ 1,2.(2) assumption of the relation α = α1,3.(3) calculation of the coefficient α1 by the statistical identification process." @default.
- W1977905271 created "2016-06-24" @default.
- W1977905271 creator A5036572436 @default.
- W1977905271 date "1986-01-01" @default.
- W1977905271 modified "2023-10-17" @default.
- W1977905271 title "A new approach to the calculations of the limit load of steel structure supports of electric overhead lines of the highest tensions" @default.
- W1977905271 doi "https://doi.org/10.1016/0045-7949(86)90053-2" @default.
- W1977905271 hasPublicationYear "1986" @default.
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