Operational Modal Analysis of the Cablestayed Footbridge
References
- [1] CONDE, B. et al.: Structural analysis of Monforte de Lemos masonry arch bridge considering the influence of the geometry of the arches and fill material on the collapse load estimation. Construction and Building Materials, Vol. 120, 2016, pp. 630-642.
- [2] BRODŇAN, M. et al.: Evaluation of Material Properties of the Arch Bridge in Krásno nad Kysucou. Procedia Engineering, Vol. 156, 2016, pp. 62-68.
- [3] COSTA, C. et al.: Calibration of the numerical model of a stone masonry railway bridge based on experimentally identified modal parameters. Engineering Structures, Vol. 123, 2016, pp. 354-371.
- [4] CHEN, G.W. - BESKHYROUN, S. - OMENZETTER, P.: Experimental investigation into amplitudedependent modal properties of an eleven-span motorway bridge. Engineering Structures, Vol. 107, 2016, pp. 80-100.
- [5] ARAÚJO, I. G. - LAIER, J. E.: Operational modal analysis using SVD of power spectral density transmissibility matrices. Mechanical Systems and Signal Processing, Vol. 46.1, 2014, pp. 129-145.
10.1016/j.ymssp.2014.01.001 - [6] BRINCKER, R. - ZHANG, L. - ANDERSEN, P.: Modal identification from ambient responses using frequency domain decomposition. Proceedings of the 18th International Modal Analysis Conference (IMAC), San Antonio, Texas. 2000.
Language: English
Page range: 92 - 98
Published on: Nov 30, 2017
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 times per year
Related subjects:
© 2017 Ján Kortiš, Ľuboš Daniel, Matúš Farbák, Lukáš Maliar, Milan Škarupa, published by University of Žilina
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.