首页|期刊导航|铁道工程科学（英文）|Approach for redefining the damping factor of railway bridges with ballast superstructure:model calibration and guidelines for practical application
铁道工程科学（英文）2026，Vol.34Issue(1)：97-127,31.DOI:10.1007/s40534-025-00387-3
Approach for redefining the damping factor of railway bridges with ballast superstructure:model calibration and guidelines for practical application
Approach for redefining the damping factor of railway bridges with ballast superstructure:model calibration and guidelines for practical application
摘要
关键词
Railway bridges/Bridge dynamics/Damping/Track-bridge interaction/Structural health monitoring/Condition assessmentKey words
Railway bridges/Bridge dynamics/Damping/Track-bridge interaction/Structural health monitoring/Condition assessment引用本文复制引用
Andreas Stollwitzer,Samuel Loidl,Lara Bettinelli,Josef Fink..Approach for redefining the damping factor of railway bridges with ballast superstructure:model calibration and guidelines for practical application[J].铁道工程科学（英文）,2026,34(1):97-127,31.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 gratitude to ÖBB Infrastruktur AG for their support. （ÖBB Infrastruktur AG）
