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A. Y. Aköz

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. Aydoǧan, M. / Aköz, A. Y. (1995): A numerical approach to define the rotational stiffness of a prefabricated connection and experimental study. In: Computers & Structures, v. 57, n. 6 (December 1995).

    https://doi.org/10.1016/0045-7949(95)00104-o

  2. Omurtag, M. H. / Aköz, A. Y. (1993): A compatible cylindrical shell element for stiffened cylindrical shells in a mixed finite element formulation. In: Computers & Structures, v. 49, n. 2 (October 1993).

    https://doi.org/10.1016/0045-7949(93)90115-t

  3. Aköz, A. Y. / Kadioğlu, F. (1996): The mixed finite element solution of circular beam on elastic foundation. In: Computers & Structures, v. 60, n. 4 (June 1996).

    https://doi.org/10.1016/0045-7949(95)00418-1

  4. Eratll, N. / Aköz, A. Y. (1997): The mixed finite element formulation for the thick plates on elastic foundations. In: Computers & Structures, v. 65, n. 4 (November 1997).

    https://doi.org/10.1016/s0045-7949(96)00403-8

  5. Omurtag, M. H. / Aköz, A. Y. (1995): Isoparametric mixed finite element formulation of orthotropic cylindrical shells. In: Computers & Structures, v. 55, n. 5 (June 1995).

    https://doi.org/10.1016/0045-7949(94)00450-h

  6. Omurtag, M. H. / Aköz, A. Y. (1992): Mixed finite element formulation of eccentrically stiffened cylindrical shells. In: Computers & Structures, v. 42, n. 5 (March 1992).

    https://doi.org/10.1016/0045-7949(92)90187-5

  7. Omurtag, M. H. / Aköz, A. Y. (1992): The mixed finite element solution of helical beams with variable cross-section under arbitrary loading. In: Computers & Structures, v. 43, n. 2 (April 1992).

    https://doi.org/10.1016/0045-7949(92)90149-t

  8. Aköz, A. Y. / Uzcan, N. (1992): The new functional for reissner plates and its application. In: Computers & Structures, v. 44, n. 5 (August 1992).

    https://doi.org/10.1016/0045-7949(92)90334-v

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