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Antonia M. Kohl 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. Reiterer, Michael / Kwapisz, Maciej / Kohl, Antonia M. / Lombaert, Geert / Rupp, Maximilian Michael / Firus, Andrei / Vorwagner, Alois / Tukhbatullin, Rinat: Development of New Passenger and Freight Train Load Models for Dynamic Assessment of Railway Bridges. In: Structural Engineering International.

    https://doi.org/10.1080/10168664.2024.2343401

  2. Kohl, Antonia M. / Clement, Kim-Denise / Schneider, Jens / Firus, Andrei / Lombaert, Geert (2023): An investigation of dynamic vehicle-bridge interaction effects based on a comprehensive set of trains and bridges. In: Engineering Structures, v. 279 (March 2023).

    https://doi.org/10.1016/j.engstruct.2022.115555

  3. Kohl, Antonia M. / Clement, Kim-Denise / Schneider, Jens / Firus, Andrei / Lombaert, Geert (2022): Vehicle-bridge interaction: Influence of the train type on the dynamic response of bridges due to a train crossing. Presented at: IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022.

    https://doi.org/10.2749/prague.2022.1444

  4. Vorwagner, Alois / Kwapisz, Maciej / Flesch, Rainer / Kohl, Antonia M. / Firus, Andrei / Vospernig, Michael / Arana Villafán, Tomás (2021): FEM based approach for development of a new high-speed load model for railway bridges. Presented at: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021.

    https://doi.org/10.2749/ghent.2021.1614

  5. Reiterer, Michael / Firus, Andrei / Vorwagner, Alois / Lombaert, Geert / Schneider, Jens / Kohl, Antonia M. (2021): Railway bridge dynamics: development of a new high-speed train load model for dynamic analyses of train crossing. Presented at: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021.

    https://doi.org/10.2749/ghent.2021.1633

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