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G. D. Stefanou

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. Stefanou, G. D. / Syrmakezis, K. (1980): Automatic triangular mesh generation in flat plates for finite elements. Dans: Computers & Structures, v. 11, n. 5 (mai 1980).

    https://doi.org/10.1016/0045-7949(80)90110-8

  2. Stefanou, G. D. (1984): Simplified discrete method for the design of helical rectangular beams of very large width. Dans: Computers & Structures, v. 18, n. 5 (janvier 1984).

    https://doi.org/10.1016/0045-7949(84)90032-4

  3. Stefanou, G. D. (1983): Aspects of soil-structure-water interaction problems. Dans: Computers & Structures, v. 16, n. 5 ( 1983).

    https://doi.org/10.1016/0045-7949(83)90111-6

  4. Stefanou, G. D. (1984): Variation of stress resultants in concrete structures due to time-dependent creep and shrinkage strains of concrete. Dans: Computers & Structures, v. 18, n. 1 (janvier 1984).

    https://doi.org/10.1016/0045-7949(84)90086-5

  5. Stefanou, G. D. / Dimas, Ch. (1981): A general method of calculating stress redistribution due to differential creep in concrete structures. Dans: Computers & Structures, v. 14, n. 3-4 (janvier 1981).

    https://doi.org/10.1016/0045-7949(81)90009-2

  6. Stefanou, G. D. (1995): Dynamic response analysis of nonlinear structures using step-by-step integration techniques. Dans: Computers & Structures, v. 57, n. 6 (décembre 1995).

    https://doi.org/10.1016/0045-7949(95)00094-w

  7. Stefanou, G. D. / Dritsos, S. / Bakas, G. J. (1983): The effects of additional deformations in box-beam bridges on the longitudinal stresses and transverse moments. Dans: Computers & Structures, v. 16, n. 5 ( 1983).

    https://doi.org/10.1016/0045-7949(83)90110-4

  8. Stefanou, G. D. (1989): Approximate methods for predicting time varying stresses in highly redundant structures. Dans: Computers & Structures, v. 32, n. 1 (janvier 1989).

    https://doi.org/10.1016/0045-7949(89)90064-3

  9. Stefanou, G. D. / Nejad, S. E. Moossavi (1995): A general method for the analysis of cable assemblies with fixed and flexible elastic boundaries. Dans: Computers & Structures, v. 55, n. 5 (juin 1995).

    https://doi.org/10.1016/0045-7949(94)e0077-f

  10. Stefanou, G. D. / Moossavi, E. / Bishop, S. / Koliopoulos, P. (1992): Dynamic analysis approach of nonlinear structures by minimizing the total potential dynamic work. Dans: Computers & Structures, v. 44, n. 6 (septembre 1992).

    https://doi.org/10.1016/0045-7949(92)90363-5

  11. Stefanou, G. D. (1992): Dynamic response of tension cable structures due to wind loads. Dans: Computers & Structures, v. 43, n. 2 (avril 1992).

    https://doi.org/10.1016/0045-7949(92)90154-r

  12. Stefanou, G. D. / Moossavi, E. / Bishop, S. / Koliopoulos, P. (1993): Conjugate gradients method for calculating the response of large cable nets to static loads. Dans: Computers & Structures, v. 49, n. 5 (décembre 1993).

    https://doi.org/10.1016/0045-7949(93)90031-8

  13. Stefanou, G. D. (1994): Prediction of creep strains in concrete structures using the concept of specific thermal creep and the principles of variation. Dans: Computers & Structures, v. 50, n. 5 (mars 1994).

    https://doi.org/10.1016/0045-7949(94)90428-6

  14. Koliopulos, P. K. / Nichol, E. A. / Stefanou, G. D. (1994): Comparative performance of equivalent linearization techniques for inelastic seismic design. Dans: Engineering Structures, v. 16, n. 1 (janvier 1994).

    https://doi.org/10.1016/0141-0296(94)90099-x

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