Profil

SCHOMMER Sebastian

Main Referenced Co-authors
MAAS, Stefan  (10)
NGUYEN, Viet Ha  (9)
Zürbes, Arno (6)
KEBIG, Tanja  (2)
MAHOWALD, Jean  (2)
Main Referenced Keywords
damage detection (3); structural health monitoring (3); Bridge (2); bridge (2); damage (2);
Main Referenced Disciplines
Civil engineering (11)
Mechanical engineering (5)
Materials science & engineering (1)
Engineering, computing & technology: Multidisciplinary, general & others (1)

Publications (total 11)

The most downloaded
637 downloads
SCHOMMER, S. (2017). Damage detection in prestressed concrete bridges based on static load testing, sagging and modal parameters, using measurements and model updating [Doctoral thesis, Unilu - University of Luxembourg]. ORBilu-University of Luxembourg. https://orbilu.uni.lu/handle/10993/32971 https://hdl.handle.net/10993/32971

The most cited

42 citations (Scopus®)

NGUYEN, V. H., SCHOMMER, S., Zürbes, A., & MAAS, S. (2016). Structural health monitoring based on static measurements with temperature compensation. QUALITY SPECIFICATIONS FOR ROADWAY BRIDGES, STANDARDIZATION AT A EUROPEAN LEVEL. doi:10.1016/j.engstruct.2016.09.018 https://hdl.handle.net/10993/27438

DAKHILI, K., SCHOMMER, S., & MAAS, S. (2024). Automated damage assessment of prestressed concrete bridge beam based on sagging. Discover Civil Engineering. doi:10.1007/s44290-024-00065-z
Peer reviewed

MAAS, S., NGUYEN, V. H., KEBIG, T., SCHOMMER, S., & Zürber, A. (March 2019). Comparison of different excitationand data sampling-methods in structural health monitoring. Civil Engineering Design, 1, 10-16. doi:10.1002/cend.201800002
Peer reviewed

SCHOMMER, S., KEBIG, T., NGUYEN, V. H., Zürbes, A., & MAAS, S. (2018). Modeling of a prestressed concrete bridge with 3D finite elements for structural health monitoring using model updating techniques. In ISMA2018 International Conference on Noise and Vibration Engineering.

SCHOMMER, S., NGUYEN, V. H., MAAS, S., & Zürbes, A. (12 September 2017). Model updating for structural health monitoring using static and dynamic measurements. Procedia Engineering, 199, 2146-2153. doi:10.1016/j.proeng.2017.09.156
Peer Reviewed verified by ORBi

SCHOMMER, S. (2017). Damage detection in prestressed concrete bridges based on static load testing, sagging and modal parameters, using measurements and model updating [Doctoral thesis, Unilu - University of Luxembourg]. ORBilu-University of Luxembourg. https://orbilu.uni.lu/handle/10993/32971

NGUYEN, V. H., MAHOWALD, J., SCHOMMER, S., & MAAS, S. (May 2017). A Study of Temperature and Aging Effects on Eigenfrequencies of Concrete Bridges for Health Monitoring. Engineering, 9, 396-411. doi:10.4236/eng.2017.95023
Peer reviewed

SCHOMMER, S., Mahowald, J., NGUYEN, V. H., WALDMANN, D., MAAS, S., Zürbes, A., & De Roeck, G. (14 February 2017). Health Monitoring based on Dynamic Flexibility matrix: Theoretical Models versus in-situ Tests. Engineering, 09 (02), 37-67. doi:10.4236/eng.2017.92004
Peer reviewed

NGUYEN, V. H., SCHOMMER, S., MAAS, S., & Zürbes, A. (12 September 2016). Static load testing with temperature compensation for structural health monitoring of bridges. Engineering Structures, 127 (2016), 700-718. doi:10.1016/j.engstruct.2016.09.018
Peer Reviewed verified by ORBi

NGUYEN, V. H., SCHOMMER, S., Zurbes, A., & MAAS, S. (March 2016). Damage detection for bridge structures based on dynamic and static measurements [Paper presentation]. QUALITY SPECIFICATIONS FOR ROADWAY BRIDGES, STANDARDIZATION AT A EUROPEAN LEVEL, Belgrade, Serbia.

NGUYEN, V. H., SCHOMMER, S., Zürbes, A., & MAAS, S. (2016). Structural health monitoring based on static measurements with temperature compensation. QUALITY SPECIFICATIONS FOR ROADWAY BRIDGES, STANDARDIZATION AT A EUROPEAN LEVEL. doi:10.1016/j.engstruct.2016.09.018

MAAS, S., SCHOMMER, S., NGUYEN, V. H., WALDMANN, D., MAHOWALD, J., & Zürbes, A. (19 October 2015). Some remarks on the influence of temperature-variations, non-linearities, repeatability and ageing on modal-analysis for structural health monitoring of real bridges. MATEC Web of Conferences, 24 (Article No. 05006). doi:10.1051/matecconf/20152405006
Peer reviewed

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