Comparison of Damping Ratio Identification Methods for Buildings Using Seismic Responses
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-97-3397-2_44
Reference11 articles.
1. Bernal DP, Mozaffari S, Kwan K, Döhler M (2012) Damping identification in buildings from earthquake records. SMIP12 seminar on utilization of strong-motion data, pp 39–56. https://doi.org/10.3929/ethz-b-000487919
2. Cole HA (1973) On-line failure detection and damping measurement of aerospace structures by random decrement signatures (NASA-CR-2205). https://ntrs.nasa.gov/citations/19730010202
3. Cruz C, Miranda E (2021) Damping ratios of the first mode for the seismic analysis of buildings. J Struct Eng 147(1):04020300. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002873
4. Curadelli RO, Riera JD, Ambrosini D, Amani MG (2008) Damage detection by means of structural damping identification. Eng Struct 30(12):3497–3504. https://doi.org/10.1016/j.engstruct.2008.05.024
5. Lardies J, Ta MN, Berthillier M (2004) Modal parameter estimation based on the wavelet transform of output data. Arch Appl Mech 73(9):718–733. https://doi.org/10.1007/s00419-004-0329-6
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