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Novel evaluation methods for data-based determination of damping factors in the frequency and time domains with application on railway bridges

Andreas Stollwitzer Lara Bettinelli Samuel Loidl Janez Schellander Michael Vospernig Josef Fink

铁道工程科学（英文）2025，Vol.33Issue(4)：522-552,31.

铁道工程科学（英文）2025，Vol.33Issue(4)：522-552,31.DOI:10.1007/s40534-024-00373-1

Novel evaluation methods for data-based determination of damping factors in the frequency and time domains with application on railway bridges

Andreas Stollwitzer ¹Lara Bettinelli ¹Samuel Loidl ¹Janez Schellander ²Michael Vospernig ²Josef Fink¹

作者信息

1. TU Wien,Institute of Structural Engineering-Research Unit Steel Structures,Karlsplatz 13,1040 Vienna,Austria
2. REVOTEC zt gmbh,Baumgasse 42,1030 Vienna,Austria
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摘要

关键词

Railway bridges/Damping/In situ measurements/Structural health monitoring/Condition assessment

Key words

Railway bridges/Damping/In situ measurements/Structural health monitoring/Condition assessment

引用本文复制引用

Andreas Stollwitzer,Lara Bettinelli,Samuel Loidl,Janez Schellander,Michael Vospernig,Josef Fink..Novel evaluation methods for data-based determination of damping factors in the frequency and time domains with application on railway bridges[J].铁道工程科学（英文）,2025,33(4):522-552,31.

基金项目

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 thanks to ÖBB Infrastruktur AG for their support. （ÖBB Infrastruktur AG）

铁道工程科学（英文）

ISSN：2662-4745

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