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Abbas Zangeneh ORCID

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. Theland, Freddie / Lombaert, Geert / François, Stijn / Zangeneh, Abbas / Deckner, Fanny / Battini, Jean-Marc (2025): Design procedure for estimating the vertical response of end-bearing piles from free field vibrations produced by a nearby surface load. In: Structures, v. 71 (January 2025).

    https://doi.org/10.1016/j.istruc.2024.108063

  2. Zangeneh, Abbas / Svedholm, Christoffer / Andersson, Andreas / Pacoste, Costin / Karoumi, Raid (2017): Dynamic Stiffness Identification of Portal Frame Bridge–Soil System using Controlled Dynamic Testing. In: Procedia Engineering, v. 199 ( 2017).

    https://doi.org/10.1016/j.proeng.2017.09.293

  3. Zangeneh, Abbas / Museros, Pedro / Pacoste, Costin / Karoumi, Raid (2021): Free vibration of viscoelastically supported beam bridges under moving loads: Closed-form formula for maximum resonant response. In: Engineering Structures, v. 244 (October 2021).

    https://doi.org/10.1016/j.engstruct.2021.112759

  4. Zangeneh, Abbas / François, Stijn / Lombaert, Geert / Pacoste, Costin (2021): Modal analysis of coupled soil-structure systems. In: Soil Dynamics and Earthquake Engineering, v. 144 (May 2021).

    https://doi.org/10.1016/j.soildyn.2021.106645

  5. Zangeneh, Abbas / Battini, Jean-Marc / Pacoste, Costin / Karoumi, Raid (2019): Fundamental modal properties of simply supported railway bridges considering soil-structure interaction effects. In: Soil Dynamics and Earthquake Engineering, v. 121 (June 2019).

    https://doi.org/10.1016/j.soildyn.2019.03.022

  6. Zangeneh, Abbas / Svedholm, Christoffer / Andersson, Andreas / Pacoste, Costin / Karoumi, Raid (2018): Identification of soil-structure interaction effect in a portal frame railway bridge through full-scale dynamic testing. In: Engineering Structures, v. 159 (March 2018).

    https://doi.org/10.1016/j.engstruct.2018.01.014

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