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Publicité

S. Kalanta

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Grigusevičius, A. / Kalanta, S. / Krutinis, A. (2001): Analysis of Construction on Elastic Foundation with Evaluation of All System Dead Weight. Dans: Statyba = Building Construction = Строительство, v. 7, n. 6 (janvier 2001).

    https://doi.org/10.1080/13921525.2001.10531712

  2. Kalanta, S. (1999): Finite Elements for Modelling Beams Affected by a Distributed Load. Dans: Statyba = Building Construction = Строительство, v. 5, n. 4 (janvier 1999).

    https://doi.org/10.1080/13921525.1999.10531442

  3. Kalanta, S. (1997): Dual Mathematical Models of Limit Load Analysis Problems of Structures by Mixed Finite Elements. Dans: Statyba = Building Construction = Строительство, v. 3, n. 10 (janvier 1997).

    https://doi.org/10.1080/13921525.1997.10531683

  4. Kalanta, S. / Fliotovienė, R. (1997): Locking Conditions for Finite Element Models. Dans: Statyba = Building Construction = Строительство, v. 3, n. 10 (janvier 1997).

    https://doi.org/10.1080/13921525.1997.10531672

  5. Kalanta, S. (1997): Relations and Transformations of Extremum Energy Principles for Deformable Body. Dans: Statyba = Building Construction = Строительство, v. 3, n. 10 (janvier 1997).

    https://doi.org/10.1080/13921525.1997.10531671

  6. Kalanta, S. (1996): The Problems of Limit Load Analysis and Optimization Using Equilibrium Finite Elements. Dans: Statyba = Building Construction = Строительство, v. 2, n. 7 (janvier 1996).

    https://doi.org/10.1080/13921525.1996.10531650

  7. Kalanta, S. (1996): Mixed and Compatible Finite Elements in the Analysis Problem of Elastoplastic Structures. Dans: Statyba = Building Construction = Строительство, v. 2, n. 7 (janvier 1996).

    https://doi.org/10.1080/13921525.1996.10531546

  8. Kalanta, S. (1995): Dual Limit Analysis Problems with Discontinuity of Displacement Velocities. Dans: Statyba = Building Construction = Строительство, v. 1, n. 3 (janvier 1995).

    https://doi.org/10.1080/13921525.1995.10531510

  9. Kalanta, S. (1995): Dual Mathematical Models of Elastoplastic Structures Analysis Problem Estimating Discontinuity of Displacements. Dans: Statyba = Building Construction = Строительство, v. 1, n. 3 (janvier 1995).

    https://doi.org/10.1080/13921525.1995.10531517

  10. Kalanta, S. (1995): The Equilibrium Finite Elements in Computation of Elastic Structures. Dans: Statyba = Building Construction = Строительство, v. 1, n. 3 (janvier 1995).

    https://doi.org/10.1080/13921525.1995.10531500

  11. Kalanta, S. (1996): Mixed and Compatible Finite Elements in the Analysis Problem of Elastoplastic Structures. Dans: Journal of Civil Engineering and Management, v. 2, n. 5 (mars 1996).

    https://doi.org/10.3846/13921525.1996.10531546

  12. Kalanta, S. (1995): The Equilibrium Finite Elements in Computation of Elastic Structures. Dans: Journal of Civil Engineering and Management, v. 1, n. 1 (mars 1995).

    https://doi.org/10.3846/13921525.1995.10531500

  13. Kalanta, S. (1995): Dual Mathematical Models of Elastoplastic Structures Analysis Problem Estimating Discontinuity of Displacements. Dans: Journal of Civil Engineering and Management, v. 1, n. 3 (septembre 1995).

    https://doi.org/10.3846/13921525.1995.10531517

  14. Kalanta, S. (1995): Dual Limit Analysis Problems With Discontinuity of Displacement Velocities. Dans: Journal of Civil Engineering and Management, v. 1, n. 2 (juin 1995).

    https://doi.org/10.3846/13921525.1995.10531510

  15. Atkočiūnas, J. / Ulitinas, T. / Kalanta, S. / Blaževičius, G. (2015): An extended shakedown theory on an elastic–plastic spherical shell. Dans: Engineering Structures, v. 101 (octobre 2015).

    https://doi.org/10.1016/j.engstruct.2015.07.021

  16. Kalanta, S. / Atkočiūnas, J. / Venskus, A. (2009): Discrete optimization problems of the steel bar structures. Dans: Engineering Structures, v. 31, n. 6 (juin 2009).

    https://doi.org/10.1016/j.engstruct.2009.01.004

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