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Frank van Dooren

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. Gibson, Rupert / Gration, David / Tjepkema, Daan / van Dooren, Frank (2024): Fatigue Design of Van Brienenoord Bridge Deck. Presented at: IABSE Symposium: Construction’s Role for a World in Emergency, Manchester, United Kingdom, 10-14 April 2024.

    https://doi.org/10.2749/manchester.2024.0268

  2. de Meijier, Felix / Tjepkema, Daan / van Es, Sjors / van Dooren, Frank (2023): Out of the box strengthening design of steel box girder for an existing tied‐arch bridge. In: ce/papers, v. 6, n. 3-4 (September 2023).

    https://doi.org/10.1002/cepa.2553

  3. Maljaars, Johan / Pijpers, Richard / Veljković, Milan / van Dooren, Frank (2023): Fatigue verification of orthotropic bridge decks with the hot‐spot method – Background to TS 1993‐1‐901. In: ce/papers, v. 6, n. 3-4 (September 2023).

    https://doi.org/10.1002/cepa.2664

  4. Tjepkema, Daan / Delrue, Sabine / de Meijier, Felix / van Dooren, Frank (2021): Re-use of a 300 m steel arch bridge. Presented at: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021.

    https://doi.org/10.2749/ghent.2021.0070

  5. Dijkstra, Onno D. / van Dooren, Frank (1997): Fatigue test of a large diameter steel wire rope of a cable-stayed bridge. Presented at: IABSE Workshop: Evaluation of Existing Steel and Composite Bridges, Lausanne, Switzerland, March 1997.

    https://doi.org/10.5169/seals-57471

  6. Maljaars, Johan / Gration, David / Vonk, Edo / van Dooren, Frank (2013): Crack growth prediction of deck plate-stiffener joints in orthotropic steel bridge decks. Presented at: IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013.

    https://doi.org/10.2749/222137813806521261

  7. Maljaars, Johan / van Dooren, Frank / Kolstein, Henk (2012): Fatigue assessment for deck plates in orthotropic bridge decks. In: Steel Construction, v. 5, n. 2 (June 2012).

    https://doi.org/10.1002/stco.201210011

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