Florian Fürll
© Sebastian Schneider
Research Associate
NameMr Dipl.-Ing. Florian Fürll
Technische Universität Dresden - Institute of Concrete Structures
Technische Universität Dresden - Institute of Concrete Structures
Visiting address:
BEY Beyer-Bau, Floor -1, Room S 20 George-Bähr-Str. 1
01069 Dresden
2025
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Development of a new analytical model for circular concrete ring segments with dry joints under combined effects, Jun 2025, In: Structural concrete. 26, 3, p. 3256-3268, 13 p.Electronic (full-text) versionResearch output: Contribution to journal > Research article
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Robust Damage Detection and Localization Under Varying Environmental Conditions Using Neural Networks and Input-Residual Correlations, 2025, In: Structural Control and Health Monitoring. 2025, 1, 3451930Electronic (full-text) versionResearch output: Contribution to journal > Research article
2024
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Load-bearing behavior of prestressed concrete towers with dry horizontal and vertical joints based on warping theory, 11 Nov 2024, ReConStruct: Resilient Concrete Structures - Proceedings of the 20th fib Symposium, 2024. Henry, R. S. & Palermo, A. (eds.). Christchurch: fib. The International Federation for Structural Concrete, p. 1703-1713, 11 p.Research output: Contribution to book/conference proceedings/anthology/report > Conference contribution
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Experimental and analytical study on the load-bearing capacity of segmented tower structures with dry joints under combined loading, Oct 2024, In: Structural Concrete. 25, 5, p. 3347-3360, 14 p.Electronic (full-text) versionResearch output: Contribution to journal > Research article
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Experimental study on the joint load-bearing behaviour of segmented concrete towers under combined loading, Jan 2024, In: Journal of Physics: Conference Series. 2767, 4, 042009Electronic (full-text) versionResearch output: Contribution to journal > Conference article
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Experimental investigations on the shear load-bearing behaviour of ground dry joints, 2024, Proceedings of the 15th fib International PhD Symposium in Civil Engineering. Budapest: fib. The International Federation for Structural Concrete, p. 955 - 961, 7 p.Research output: Contribution to book/conference proceedings/anthology/report > Conference contribution
2022
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Einfluss von Imperfektionen auf die Fugentragfähigkeit torsionsbeanspruchter Kreisringsegmente, 1 Jul 2022, In: Beton- und Stahlbetonbau. 117, 8, p. 590-599, 10 p.Electronic (full-text) versionResearch output: Contribution to journal > Research article
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Experimental study on the joint bearing behavior of segmented tower structures subjected to normal and bending shear loads, 3 Mar 2022, In: Structural concrete. 23, 3, p. 1370-1384, 15 p.Electronic (full-text) versionResearch output: Contribution to journal > Research article