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Geometrically Nonlinear Analysis in the Vicinity of Critical Points by the Generalized Inverse

  1. Walker A.C. (1969), "A non-linear finite element analysis of shallow circular arches" in International Journal of Solids and Structures, v. 5 n. 2, Elsevier BV, p. 97-107

    https://doi.org/10.1016/0020-7683(69)90023-7

  2. Riks E. (1984), "Some computational aspects of the stability analysis of nonlinear structures" in Computer Methods in Applied Mechanics and Engineering, v. 47 n. 3, Elsevier BV, p. 219-259

    https://doi.org/10.1016/0045-7825(84)90078-1

  3. Wempner Gerald A. (1971), "Discrete approximations related to nonlinear theories of solids" in International Journal of Solids and Structures, v. 7 n. 11, Elsevier BV, p. 1581-1599

    https://doi.org/10.1016/0020-7683(71)90038-2

  4. LOCK M. H. (1966), "Snapping of a shallow sinusoidal arch under a step pressure load." in AIAA Journal, v. 4 n. 7, American Institute of Aeronautics and Astronautics (AIAA), p. 1249-1256

    https://doi.org/10.2514/3.3656

  5. Gasparini, D. A. / Perdikaris, P. C. / Kanj, N. (1989): Dynamic and Static Behavior of Cable Dome Model. In: Journal of Structural Engineering (ASCE), v. 115, n. 2 (Februar 1989), S. .

    https://doi.org/10.1061/(asce)0733-9445(1989)115:2(363)

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  • Reference-ID
    10111875
  • Erstellt am
    06.12.2018
  • Geändert am
    06.12.2018