Operational Modal Analysis of the Cablestayed Footbridge

[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. 630-642.10.1016/j.conbuildmat.2016.05.107Search in Google Scholar

[2] BRODŇAN, M. et al.: Evaluation of Material Properties of the Arch Bridge in Krásno nad Kysucou. Procedia Engineering, Vol. 156, 2016, pp. 62-68.10.1016/j.proeng.2016.08.268Search in Google Scholar

[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. 354-371.10.1016/j.engstruct.2016.05.044Search in Google Scholar

[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. 80-100.10.1016/j.engstruct.2015.11.002Search in Google Scholar

[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.2014.01.001Open DOISearch in Google Scholar

[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.Search in Google Scholar