This paper presents a dynamic behavior analysis of an old cable-stayed footbridge over river Vrbas in Banja Luka. Identification of modal parameters, of this prone to vibrations footbridge structure, was performed using Operational Modal Analysis with Frequency Domain Decomposition method. Experimental test setups and obtained results, compared to the numerical values obtained by FE model updating, are shown. Modal Assurance Criterion was used for the confirmation of the uniqueness of experimentally obtained mode shapes, and also for the comparison of FE model mode shapes to the experimentally obtained ones, in the locations of measurement.
TY - CONF
AU - Latinović, Marina
AU - Mišković, Zoran
AU - Popović, Marko
PY - 2020
UR - https://grafar.grf.bg.ac.rs/handle/123456789/2249
AB - This paper presents a dynamic behavior analysis of an old cable-stayed footbridge over river Vrbas in Banja Luka. Identification of modal parameters, of this prone to vibrations footbridge structure, was performed using Operational Modal Analysis with Frequency Domain Decomposition method. Experimental test setups and obtained results, compared to the numerical values obtained by FE model updating, are shown. Modal Assurance Criterion was used for the confirmation of the uniqueness of experimentally obtained mode shapes, and also for the comparison of FE model mode shapes to the experimentally obtained ones, in the locations of measurement.
PB - University of Banja Luka Faculty of Architecture, Civil Engineering and Geodesy
C3 - International conference on Contemporary Theory and Practice in Construction XIV
T1 - Dynamic behavior of a cable-stayed footbridge over river Vrbas in Banja Luka
EP - 399
SP - 388
DO - 10.7251/STP2014388L
ER -
@conference{
author = "Latinović, Marina and Mišković, Zoran and Popović, Marko",
year = "2020",
url = "https://grafar.grf.bg.ac.rs/handle/123456789/2249",
abstract = "This paper presents a dynamic behavior analysis of an old cable-stayed footbridge over river Vrbas in Banja Luka. Identification of modal parameters, of this prone to vibrations footbridge structure, was performed using Operational Modal Analysis with Frequency Domain Decomposition method. Experimental test setups and obtained results, compared to the numerical values obtained by FE model updating, are shown. Modal Assurance Criterion was used for the confirmation of the uniqueness of experimentally obtained mode shapes, and also for the comparison of FE model mode shapes to the experimentally obtained ones, in the locations of measurement.",
publisher = "University of Banja Luka Faculty of Architecture, Civil Engineering and Geodesy",
journal = "International conference on Contemporary Theory and Practice in Construction XIV",
title = "Dynamic behavior of a cable-stayed footbridge over river Vrbas in Banja Luka",
pages = "399-388",
doi = "10.7251/STP2014388L"
}
Latinović, M., Mišković, Z.,& Popović, M. (2020). Dynamic behavior of a cable-stayed footbridge over river Vrbas in Banja Luka.
International conference on Contemporary Theory and Practice in Construction XIV
University of Banja Luka Faculty of Architecture, Civil Engineering and Geodesy., 388-399.
https://doi.org/10.7251/STP2014388L
Latinović M, Mišković Z, Popović M. Dynamic behavior of a cable-stayed footbridge over river Vrbas in Banja Luka. International conference on Contemporary Theory and Practice in Construction XIV. 2020;:388-399
Latinović Marina, Mišković Zoran, Popović Marko, "Dynamic behavior of a cable-stayed footbridge over river Vrbas in Banja Luka" International conference on Contemporary Theory and Practice in Construction XIV (2020):388-399,
https://doi.org/10.7251/STP2014388L .
