@inproceedings{451ea1f99ee94cc0ace5811f0bfbfce0,
title = "Specific dynamic response of truss railway bridge identified using operational modal analysis as an extension of typical dynamic load testing",
abstract = "The paper describes the use of operational modal analysis (OMA) as a tool that can contribute to the improvement of quality and unambiguity of results obtained in dynamic load trials that bridge structures are subjected to. Three experiments of varying scope and at various stages of use were carried out on the selected double truss railway bridge. Apart from the effective identification of basic modal parameters, these experiments have revealed the phenomenon of interaction between two trusses supported on common abutments. Dynamic response specific to truss bridges was observed. OMA has confirmed its usefulness in the process of dynamic load testing of a complex railway bridge.",
author = "G. Poprawa and M. Salamak and S. Pradelok",
note = "Publisher Copyright: {\textcopyright} Proceedings of ISMA 2018 - International Conference on Noise and Vibration Engineering and USD 2018 - International Conference on Uncertainty in Structural Dynamics. All rights reserved.; 28th International Conference on Noise and Vibration Engineering, ISMA 2018 and 7th International Conference on Uncertainty in Structural Dynamics, USD 2018 ; Conference date: 17-09-2018 Through 19-09-2018",
year = "2018",
language = "English",
series = "Proceedings of ISMA 2018 - International Conference on Noise and Vibration Engineering and USD 2018 - International Conference on Uncertainty in Structural Dynamics",
publisher = "KU Leuven - Departement Werktuigkunde",
pages = "1597--1606",
editor = "D. Moens and W. Desmet and B. Pluymers and W. Rottiers",
booktitle = "Proceedings of ISMA 2018 - International Conference on Noise and Vibration Engineering and USD 2018 - International Conference on Uncertainty in Structural Dynamics",
}