Topics in Modal Analysis & Parameter Identification, Volume 9

22 Data Sampling Frequency Impact on Automatic Operational Modal Analysis Application on Long-Span Bridges 181 3. Zhang, G., Ma, J., Chen, Z., Wang, R.: Automated eigensystem realisation algorithm for operational modal analysis. J. Sound Vib. 333(15) , 3550–3563 (2014). https://doi.org/10.1016/j.jsv.2014.03.024 4. Neu, E., Janser, F., Khatibi, A.A., Orifici, A.C.: Fully automated operational modal analysis using multi-stage clustering. Mech. Syst. Signal Process . 84 , 308–323 (2017). https://doi.org/10.1016/j.ymssp.2016.07.031 5. Yang, X.M., Yi, T.H., Qu, C.X., Li, H.N., Liu, H.: Automated Eigensystem realization algorithm for operational modal identification of bridge structures. J. Aerosp. Eng. 32(2) (2019). https://doi.org/10.1061/(ASCE)AS.1943-5525.0000984 6. Kvåle, K.A., Øiseth, O.: Automated operational modal analysis of an end-supported pontoon bridge using covariance-driven stochastic subspace identification and a density-based hierarchical clustering algorithm. In: IABMAS Conf., No. 1996 (2020) 7. Dederichs, A.C., Øiseth, O., Petersen, Ø.W., Kvåle, K.A.: Comparison of automated operational modal analysis algorithms for long-span bridge applications. In: BT – Topics in Modal Analysis & Parameter Identification, vol. 8, pp. 27–35. Springer International Publishing, Cham (2023 ) 8. Van Overschee, P., De Moor, B.: Subspace Identification for Linear Systems. Springer (1996) 9. Rainieri, C., Fabbrocino, G.: Operational Modal Analysis of Civil Engineering Structures. Springer New York, New York (2014) 10. Petersen, Ø.W., Øiseth, O., Lourens, E.M.: Estimation of the dynamic response of a slender suspension bridge using measured acceleration data. Proc. Eng. 199 , 3047–3052 (2017). https://doi.org/10.1016/j.proeng.2017.09.547 11. Fenerci, A., Andreas Kvåle, K., Wiig Petersen, Ø., Rønnquist, A., Øiseth, O.: Data set from long-term wind and acceleration monitoring of the Hardanger bridge. J. Struct. Eng. 147(5), 2–10 (2021). https://doi.org/10.1061/(asce)st.1943-541x.0002997

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