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Martina Šomodíková ORCID

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. Šomodíková, Martina / Doležel, Jiří / Lehký, David (2023): On Mathematical Models of Degradation Processes According to ISO 16204 and fib Model Code. Dans: ce/papers, v. 6, n. 5 (septembre 2023).

    https://doi.org/10.1002/cepa.2135

  2. Novák, Drahomír / Strauss, Alfred / Novak, Lukas / Lehký, David / Šomodíková, Martina / Lipowczan, Martin / Slowik, Ondřej / Doležel, Jiří / Pukl, Radomír / Sattler, Fabian / Apostolidi, Eftychia (2023): Nonlinear probabilistic structural assessment: Findings from Austrian and Czech bridges. Dans: ce/papers, v. 6, n. 5 (septembre 2023).

    https://doi.org/10.1002/cepa.2195

  3. Šomodíková, Martina / Lipowczan, Martin / Lehký, David (2023): Determination of concrete fracture parameters using inverse analysis: Influence of the tensile softening model. Dans: Procedia Structural Integrity, v. 43 ( 2023).

    https://doi.org/10.1016/j.prostr.2022.12.268

  4. Konečný, Petr / Vořechovská, Dita / Šomodíková, Martina / Horňáková, Marie / Rovnaníková, Pavla (2020): Extended evaluation of durability-related field inspection data from concrete bridges under service. Dans: Procedia Structural Integrity, v. 26 ( 2020).

    https://doi.org/10.1016/j.prostr.2020.06.054

  5. Apostolidi, Eftychia / Šomodíková, Martina / Strauss, Alfred (2019): Statistical survey of existing reinforced and pre-stressed bridge types for the AT-CZ region within the "ATCZ190 SAFEBRIDGE" Project. Présenté pendant: IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019.

    https://doi.org/10.2749/newyork.2019.0504

  6. Doležel, Jiří / Šomodíková, Martina / Lehký, David / Novák, Drahomír (2015): Application of Probabilistic Methods for the Assessment of Structural Load Bearing Capacity. Dans: Advanced Materials Research, v. 1106 (juin 2015).

    https://doi.org/10.4028/www.scientific.net/AMR.1106.90

  7. Šomodíková, Martina / Strauss, Alfred / Zambon, Ivan (2020): fib models for modeling of chloride ion ingress and concrete carbonation: Levels of assessment of input parameters. Dans: Structural Concrete, v. 21, n. 4 (août 2020).

    https://doi.org/10.1002/suco.201900401

  8. Strauss, Alfred / Šomodíková, Martina / Lehký, David / Novák, Drahomír / Bergmeister, Konrad (2018): Nonlinear Finite Element Analysis of Continuous Welded Rail–bridge Interaction: Monitoring-based Calibration. Dans: Journal of Civil Engineering and Management, v. 24, n. 4 (juillet 2018).

    https://doi.org/10.3846/jcem.2018.3050

  9. Lehký, David / Pan, Lixia / Novák, Drahomír / Cao, Maosen / Šomodíková, Martina / Slowik, Ondřej (2019): A comparison of sensitivity analyses for selected prestressed concrete structures. Dans: Structural Concrete, v. 20, n. 1 (février 2019).

    https://doi.org/10.1002/suco.201700291

  10. Šomodíková, Martina / Strauss, Alfred / Zambon, Ivan / Teplý, Bretislav (2019): Quantification of parameters for modeling of chloride ion ingress into concrete. Dans: Structural Concrete, v. 20, n. 1 (février 2019).

    https://doi.org/10.1002/suco.201800049

  11. Šomodíková, Martina / Lehký, David (2018): An adaptive ANN-based inverse response surface method. Dans: Beton- und Stahlbetonbau, v. 113 (février 2018).

    https://doi.org/10.1002/best.201800043

  12. Šomodíková, Martina / Lehký, David / Doležel, Jiří / Novák, Drahomír (2016): Modeling of degradation processes in concrete: Probabilistic lifetime and load-bearing capacity assessment of existing reinforced concrete bridges. Dans: Engineering Structures, v. 119 (juillet 2016).

    https://doi.org/10.1016/j.engstruct.2016.03.065

  13. Strauss, Alfred / Karimi, Saeed / Šomodíková, Martina / Lehký, David / Novák, Drahomír / Frangopol, Dan M. / Bergmeister, Konrad (2018): Monitoring based nonlinear system modeling of bridge–continuous welded rail interaction. Dans: Engineering Structures, v. 155 (janvier 2018).

    https://doi.org/10.1016/j.engstruct.2017.10.053

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