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Edgaras Timinskas

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. Kaklauskas, Gintaris / Timinskas, Edgaras / Ng, P. L. / Sokolov, Aleksandr (2019): Deformation and Cracking Behaviour of Concrete Beams Reinforced with Glass Fibre-Reinforced Polymer Bars. Presented at: IABSE Symposium: Towards a Resilient Built Environment Risk and Asset Management, GuimarĂ£es, Portugal, 27-29 March 2019.

    https://doi.org/10.2749/guimaraes.2019.0500

  2. Gudonis, Eugenijus / Timinskas, Edgaras / Gribniak, Viktor / Kaklauskas, Gintaris / Arnautov, Aleksandr K. / Tamulenas, Vytautas (2014): FRP Reinforcement for Concrete Structures: State-of-the-art Review of Application and Design. In: Engineering Structures and Technologies, v. 5, n. 4 (May 2014).

    https://doi.org/10.3846/2029882x.2014.889274

  3. Timinskas, Edgaras / Jakstaite, Ruta / Gribniak, Viktor / Tamulenas, Vytautas / Kaklauskas, Gintaris (2014): Accuracy Analysis of Design Methods for Concrete Beams Reinforced with Fiber Reinforced Polymer Bars / Kompozitais Armuotu Betoniniu Elementu Projektavimo Metodu Tikslumo Analize. In: Engineering Structures and Technologies, v. 5, n. 3 (February 2014).

    https://doi.org/10.3846/2029882x.2013.869415

  4. Salys, Donatas / Kaklauskas, Gintaris / Timinskas, Edgaras / Gribniak, Viktor / Ulbinas, Darius / Gudonis, Eugenijus (2010): The Analysis of the Discrete Cracking Model of Reinforced Concrete Tensile Members. In: Engineering Structures and Technologies, v. 2, n. 4 (December 2010).

    https://doi.org/10.3846/skt.2010.19

  5. Gribniak, Viktor / Arnautov, Aleksandr K. / Kaklauskas, Gintaris / Tamulenas, Vytautas / Timinskas, Edgaras / Sokolov, Aleksandr (2015): The Investigation on application of basalt materials as reinforcement for flexural elements of concrete bridges. In: The Baltic Journal of Road and Bridge Engineering, v. 10, n. 3 (September 2015).

    https://doi.org/10.3846/bjrbe.2015.25

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