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T. Isakovic

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. Fischinger, M. / Isakovic, T. / Kolozvari, K. / Wallace, J. (2019): Nonlinear modelling of reinforced concrete structural walls. Dans: Bulletin of Earthquake Engineering, v. 17, n. 12 (septembre 2019).

    https://doi.org/10.1007/s10518-019-00715-z

  2. Isakovic, T. / Fischinger, M. (2019): Assessment of a force–displacement based multiple-vertical-line element to simulate the non-linear axial–shear–flexure interaction behaviour of reinforced concrete walls. Dans: Bulletin of Earthquake Engineering, v. 17, n. 12 (septembre 2019).

    https://doi.org/10.1007/s10518-019-00680-7

  3. Isakovic, T. / Fischinger, M. (2011): Applicability of Pushover Methods to the Seismic Analyses of an RC Bridge, Experimentally Tested on Three Shake Tables. Dans: Journal of Earthquake Engineering, v. 15, n. 2 ( 2011).

    https://doi.org/10.1080/13632461003802009

  4. Isakovic, T. / Fischinger, M. / Kante, P. (2003): Bridges: when is single mode seismic analysis adequate?. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 156, n. 2 (mai 2003).

    https://doi.org/10.1680/stbu.2003.156.2.165

  5. Zoubek, B. / Fischinger, M. / Isakovic, T. (2016): Cyclic response of hammer-head strap cladding-to-structure connections used in RC precast building. Dans: Engineering Structures, v. 119 (juillet 2016).

    https://doi.org/10.1016/j.engstruct.2016.04.002

  6. Saiidi, M. / Randall, M. / Maragakis, E. / Isakovic, T. (2001): Seismic Restrainer Design Methods for Simply Supported Bridges. Dans: Journal of Bridge Engineering (ASCE), v. 6, n. 5 (septembre - octobre 2001).

    https://doi.org/10.1061/(asce)1084-0702(2001)6:5(307)

  7. Fischinger, M. / Isakovic, T. (2003): Inelastic Seismic Analysis of Reinforced Concrete Viaducts. Dans: Structural Engineering International, v. 13, n. 2 (mai 2003).

    https://doi.org/10.2749/101686603777964757

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