Approach for redefining the damping factor of railway bridges with ballast superstructure:model calibration and guidelines for practical applicationOA
Approach for redefining the damping factor of railway bridges with ballast superstructure:model calibration and guidelines for practical application
Andreas Stollwitzer;Samuel Loidl;Lara Bettinelli;Josef Fink
Institute of Structural Engineering-Research Unit Steel Structures,TU Wien,Karlsplatz 13,1040 Vienna,AustriaInstitute of Structural Engineering-Research Unit Steel Structures,TU Wien,Karlsplatz 13,1040 Vienna,AustriaInstitute of Structural Engineering-Research Unit Steel Structures,TU Wien,Karlsplatz 13,1040 Vienna,AustriaInstitute of Structural Engineering-Research Unit Steel Structures,TU Wien,Karlsplatz 13,1040 Vienna,Austria
Railway bridgesBridge dynamicsDampingTrack-bridge interactionStructural health monitoringCondition assessment
Railway bridgesBridge dynamicsDampingTrack-bridge interactionStructural health monitoringCondition assessment
《铁道工程科学（英文）》 2026 (1)
97-127,31
The research presented in this paper was funded by the Austrian Federal Railways(ÖBB Infrastruktur AG)in the con-text of the research project'VeMoDiss'(acronym).The authors would like to express their sincere gratitude to ÖBB Infrastruktur AG for their support.
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