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Hikmet Hüseyin Catal

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Hızal, Çağlayan / Catal, Hikmet Hüseyin (2016): Comparative dynamic analysis of axially loaded beams on modified Vlasov foundation. In: Structural Engineering and Mechanics, v. 57, n. 6 (März 2016).

    https://doi.org/10.12989/sem.2016.57.6.969

  2. Catal, Hikmet Hüseyin (2009): A method for static and dynamic analyses of stiffened multi-bay coupled shear walls. In: Structural Engineering and Mechanics, v. 31, n. 3 (Februar 2009).

    https://doi.org/10.12989/sem.2009.31.3.367

  3. Demirdag, Oktay / Catal, Hikmet Hüseyin (2007): Earthquake response of semi-rigid supported single storey frames modeled as continuous system. In: Structural Engineering and Mechanics, v. 25, n. 6 (April 2007).

    https://doi.org/10.12989/sem.2007.25.6.767

  4. Catal, Seval / Catal, Hikmet Hüseyin (2006): Buckling analysis of partially embedded pile in elastic soil using differential transform method. In: Structural Engineering and Mechanics, v. 24, n. 2 (September 2006).

    https://doi.org/10.12989/sem.2006.24.2.247

  5. Hızal, Çağlayan / Catal, Hikmet Hüseyin (2019): Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation. In: Teknik Dergi, v. 30, n. 4 (Juli 2019).

    https://doi.org/10.18400/tekderg.408772

  6. Catal, Hikmet Hüseyin (1997): A report on Dinar earthquake of 1 October 1995, and response spectra. In: Engineering Structures, v. 19, n. 7 (Juli 1997).

    https://doi.org/10.1016/s0141-0296(96)00116-2

  7. Catal, Hikmet Hüseyin (2006): Free vibration of semi-rigid connected and partially embedded piles with the effects of the bending moment, axial and shear force. In: Engineering Structures, v. 28, n. 14 (Dezember 2006).

    https://doi.org/10.1016/j.engstruct.2006.03.018

  8. Catal, Hikmet Hüseyin (2002): Free vibration of partially supported piles with the effects of bending moment, axial and shear force. In: Engineering Structures, v. 24, n. 12 (Dezember 2002).

    https://doi.org/10.1016/s0141-0296(02)00113-x

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