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.
CITATION STYLE
Faraonis, P., Wuttke, F., & Zabel, V. (2017). Numerical and experimental identification of soil-foundation-bridge system dynamic characteristics. In Lecture Notes in Civil Engineering (Vol. 2, pp. 259–267). Springer. https://doi.org/10.1007/978-3-319-56136-3_14
Mendeley helps you to discover research relevant for your work.