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G. D. Stefanou

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Stefanou, G. D. / Syrmakezis, K. (1980): Automatic triangular mesh generation in flat plates for finite elements. In: Computers & Structures, v. 11, n. 5 (May 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. In: Computers & Structures, v. 18, n. 5 (January 1984).

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

  3. Stefanou, G. D. (1983): Aspects of soil-structure-water interaction problems. In: 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. In: Computers & Structures, v. 18, n. 1 (January 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. In: Computers & Structures, v. 14, n. 3-4 (January 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. In: Computers & Structures, v. 57, n. 6 (December 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. In: 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. In: Computers & Structures, v. 32, n. 1 (January 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. In: Computers & Structures, v. 55, n. 5 (June 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. In: Computers & Structures, v. 44, n. 6 (September 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. In: Computers & Structures, v. 43, n. 2 (April 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. In: Computers & Structures, v. 49, n. 5 (December 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. In: Computers & Structures, v. 50, n. 5 (March 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. In: Engineering Structures, v. 16, n. 1 (January 1994).

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

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