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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. Tufekci, Ekrem / Aya, Serhan A. / Oldac, Olcay (2016): A unified formulation for static behavior of nonlocal curved beams. In: Structural Engineering and Mechanics, v. 59, n. 3 (August 2016).

    https://doi.org/10.12989/sem.2016.59.3.475

  2. Tufekci, Ekrem / Yigit, Oznur Ozdemirci (2012): Effects of geometric parameters on in-plane vibrations of two-stepped circular beams. In: Structural Engineering and Mechanics, v. 42, n. 2 (April 2012).

    https://doi.org/10.12989/sem.2012.42.2.131

  3. Tufekci, Ekrem / Arpaci, Alaeddin (2006): Analytical solutions of in-plane static problems for non-uniform curved beams including axial and shear deformations. In: Structural Engineering and Mechanics, v. 22, n. 2 (January 2006).

    https://doi.org/10.12989/sem.2006.22.2.131

  4. Rubin, Miles / Tufekci, Ekrem (2006): Contact stress on a rotating elastic band saw blade using the theory of a Cosserat surface. In: Journal of Mechanics of Materials and Structures, v. 1, n. 8 (December 2006).

    https://doi.org/10.2140/jomms.2006.1.1449

  5. Eroglu, Ugurcan / Tufekci, Ekrem (2017): Free Vibration of Damaged Frame Structures Considering the Effects of Axial Extension, Shear Deformation and Rotatory Inertia: Exact Solution. In: International Journal of Structural Stability and Dynamics, v. 17, n. 10 (November 2017).

    https://doi.org/10.1142/s0219455417501115

  6. Tufekci, Ekrem / Yigit, Oznur Ozdemirci (2013): In-plane Vibration of Circular Arches With Varying Cross-sections. In: International Journal of Structural Stability and Dynamics, v. 13, n. 1 (February 2013).

    https://doi.org/10.1142/s021945541350003x

  7. Tufekci, Ekrem (2001): Exact Solution of Free In-plane Vibration of Shallow Circular Arches. In: International Journal of Structural Stability and Dynamics, v. 1, n. 3 (September 2001).

    https://doi.org/10.1142/s0219455401000226

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