Published: 09-07-2020
DOI: 10.17632/t6nx2mmhg9.5. Enrique García-Macías, Alejandro E. Martínez-Castro.
Description: All the data relating the case studies used to validate the HTSA approach. These include: simply supported beam, continuous three-span bridge, the viaduct of Rodenillo, and the viaduct of Santa Ana. Along with the data files, MATLAB scripts are also provided to post-process the results.
References:
Martínez-Castro, A., & García-Macías, E. (2014). Two techniques for fast evaluation of design envelopes in high-speed train railway bridges: Train speed sensitivity and the Hilbert Transform. In Proceedings of the 9th International Conference on Structural Dynamics. EURODYN (pp. 1309-1314).
García-Macías, E., & Martínez-Castro, A. E. (2020). Hilbert transform-based semi-analytic meta-model for maximum response envelopes in dynamics of railway bridges. Journal of Sound and Vibration, 487, 115618.