Abstract
The natural frequencies of the Metsovo bridge during construction are identified both in actual scale and in 1:100 scale. Finite element models of increasing modeling complexity are developed in order to investigate their efficiency in representing the measured dynamic stiffness of the bridge-foundation-soil system. The results highlight the importance of accurately simulating boundary conditions in Structural Health Monitoring applications.
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Faraonis, P., Wuttke, F., Zabel, V. (2017). Numerical and Experimental Identification of Soil-Foundation-Bridge System Dynamic Characteristics. In: Sextos, A., Manolis, G. (eds) Dynamic Response of Infrastructure to Environmentally Induced Loads. Lecture Notes in Civil Engineering , vol 2. Springer, Cham. https://doi.org/10.1007/978-3-319-56136-3_14
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DOI: https://doi.org/10.1007/978-3-319-56136-3_14
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