Technical Papers
Mar 7, 2023

Structural Damping Ratio Identification through Iterative Frequency Domain Decomposition

Publication: Journal of Structural Engineering
Volume 149, Issue 5

Abstract

The frequency domain decomposition method (FDD) is a commonly used method to identify structural modal parameters and analyze the structural dynamic performance. Although FDD has a high identification accuracy in natural frequencies and mode shapes, damping ratios cannot be identified accurately. The logarithmic decay method to identify the damping ratio in FDD needs the transformation from a narrow frequency band to the time domain, which leads to the loss of the corresponding mode outside the narrow band and add other modes in the narrow band. In this paper, an iterative frequency domain decomposition method (iFDD) is proposed to identify the structural damping ratio in frequency domain. Firstly, the natural frequencies and mode shapes are obtained by the FDD method, and the damping ratios during this identification process are assumed to be unknowns. Then, the natural frequencies, mode shapes, and unknowns are substituted into the output power spectrum formula to construct nonlinear equations. The damping ratios are obtained by solving the equations using iterative optimization methods. Finally, a numerical example and benchmark model are employed to validate the effectiveness of the proposed method. The results showed that the proposed iFDD method can identify the damping ratio precisely in the frequency domain, which is better than the traditional FDD performance.

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Data Availability Statement

All data, models, or code generated or used during the study are available from the corresponding author by request.

Acknowledgments

This research work was jointly supported by the National Natural Science Foundation of China (Grant Nos. 52078100 and 52250011), Fundamental Research Funds for the Central Universities (Grant Nos. DUT22JC19, DUT22ZD213, and DUT22QN235), Scientific Research Fund of Institute of Engineering Mechanics (China Earthquake Administration) (Grant No. 2020D32), Anhui International Joint Research Center of Data Diagnosis and Smart Maintenance on Bridge Structures (Grant No. 2022AHGHYB03), and Key Laboratory of Concrete and Pre-Stressed Concrete Structures of Ministry of Education (Southeast University) (Grant No. CPCSME2018-04).

References

Altunişik, A. C., O. Ş. Karahasan, A. F. Genç, F. Y. Okur, M. Günaydin, E. Kalkan, and S. Adanur. 2018. “Modal parameter identification of RC frame under undamaged, damaged, repaired and strengthened conditions.” Measurement 124 (Aug): 260–276. https://doi.org/10.1016/j.measurement.2018.04.037.
Altunışık, A. C., F. Y. Okur, and V. Kahya. 2017. “Modal parameter identification and vibration-based damage detection of a multiple cracked cantilever beam.” Eng. Fail. Anal. 79 (Sep): 154–170. https://doi.org/10.1016/j.engfailanal.2017.04.026.
Araújo, I. G., J. A. G. Sánchez, and P. Andersen. 2018. “Modal parameter identification based on combining transmissibility functions and blind source separation techniques.” Mech. Syst. Signal Process. 105 (May): 276–293. https://doi.org/10.1016/j.ymssp.2017.12.016.
Blachowski, B., A. Swiercz, P. Gutkiewicz, J. Szelążek, and W. Gutkowski. 2016. “Structural damage detectability using modal and ultrasonic approaches.” Measurement 85 (May): 210–221. https://doi.org/10.1016/j.measurement.2016.02.033.
Brandt, A. 2019. “A signal processing framework for operational modal analysis in time and frequency domain.” Mech. Syst. Signal Process. 115 (Jan): 380–393. https://doi.org/10.1016/j.ymssp.2018.06.009.
Brincker, R., C. E. Ventura, and P. Andersen. 2001. “Damping estimation by frequency domain decomposition.” In Proc., IMAC 19: A Conf. on Structural Dynamics, 698–703. Kissimmee, FL: Society for Experimental Mechanics.
Brincker, R., L. Zhang, and P. Andersen. 2000. “Modal identification from ambient responses using frequency domain decomposition.” In Proc., IMAC 18, 625–630. San Antonio: International Society for Optical Engineering.
Chen, G.-W., X. Chen, and P. Omenzetter. 2020. “Modal parameter identification of a multiple-span post-tensioned concrete bridge using hybrid vibration testing data.” Eng. Struct. 219 (Sep): 110953. https://doi.org/10.1016/j.engstruct.2020.110953.
Hamdi, S. E., Z. M. Sbartaï, and S. M. Elachachi. 2021. “Performance assessment of modal parameters identification methods for timber structures evaluation: Numerical modeling and case study.” Wood Sci. Technol. 55 (6): 1593–1618. https://doi.org/10.1007/s00226-021-01335-0.
Hasan, M. D. A., Z. A. B. Ahmad, M. Salman Leong, and L. M. Hee. 2018. “Enhanced frequency domain decomposition algorithm: A review of a recent development for unbiased damping ratio estimates.” J. Vibroeng. 20 (5): 1919–1936. https://doi.org/10.21595/jve.2018.19058.
Hızal, Ç. 2020. “Modified frequency and spatial domain decomposition method based on maximum likelihood estimation.” Eng. Struct. 224 (Dec): 111007. https://doi.org/10.1016/j.engstruct.2020.111007.
Jacobsen, N. J., P. Andersen, and R. Brincker. 2006. “Using enhanced frequency domain decomposition as a robust technique to harmonic excitation in operational modal analysis.” In Proc., ISMA2006, 13. Leuven, Belgium: Katholieke Universiteit.
Johnson, E. A., H. F. Lam, L. S. Katafygiotis, and J. L. Beck. 2004. “Phase I IASC-ASCE structural health monitoring benchmark problem using simulated data.” J. Eng. Mech. 130 (1): 3–15. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:1(3.
Khalilinia, H., L. Zhang, and V. Venkatasubramanian. 2015. “Fast frequency-domain decomposition for ambient oscillation monitoring.” IEEE Trans. Power Delivery 30 (3): 1631–1633. https://doi.org/10.1109/TPWRD.2015.2394403.
Lin, C. S. 2019. “Frequency-domain approach for the parametric identification of structures with modal interference.” J. Mech. Sci. Technol. 33 (9): 4081–4091. https://doi.org/10.1007/s12206-019-0803-2.
Pioldi, F., R. Ferrari, and E. Rizzi. 2017. “Earthquake structural modal estimates of multi-story frames by a refined frequency domain decomposition algorithm.” J. Vib. Control 23 (13): 2037–2063. https://doi.org/10.1177/1077546315608557.
Qu, C. X., D. P. Mei, T. H. Yi, and H. N. Li. 2018a. “Spurious mode distinguish by modal response contribution index in eigensystem realization algorithm.” Struct. Des. Tall Special Build. 27 (12): e1491. https://doi.org/10.1002/tal.1491.
Qu, C. X., T. H. Yi, and H. N. Li. 2019. “Modal identification for superstructure using virtual impulse response.” Adv. Struct. Eng. 22 (16): 3503–3511. https://doi.org/10.1177/1369433219862951.
Qu, C. X., T. H. Yi, H. N. Li, and B. Chen. 2018b. “Closely spaced modes identification through modified frequency domain decomposition.” Measurement 128 (Nov): 388–392. https://doi.org/10.1016/j.measurement.2018.07.006.
Ren, W.-X., and Z.-H. Zong. 2004. “Output-only modal parameter identification of civil engineering structures.” Struct. Eng. Mech. 17 (3_4): 429–444. https://doi.org/10.12989/SEM.2004.17.3_4.429.
Wang, T., O. Celik, F. N. Catbas, and L. M. Zhang. 2016. “A frequency and spatial domain decomposition method for operational strain modal analysis and its application.” Eng. Struct. 114 (May): 104–112. https://doi.org/10.1016/j.engstruct.2016.02.011.
Yang, Y., C. Dorn, C. Farrar, and D. Mascareñas. 2020. “Blind, simultaneous identification of full-field vibration modes and large rigid-body motion of output-only structures from digital video measurements.” Eng. Struct. 207 (Mar): 110183. https://doi.org/10.1016/j.engstruct.2020.110183.
Yang, Y., C. Dorn, T. Mancini, Z. Talken, G. Kenyon, C. Farrar, and D. Mascareñas. 2017a. “Blind identification of full-field vibration modes from video measurements with phase-based video motion magnification.” Mech. Syst. Signal Process. 85 (Feb): 567–590. https://doi.org/10.1016/j.ymssp.2016.08.041.
Yang, Y., C. Dorn, T. Mancini, Z. Talken, S. Nagarajaiah, G. Kenyon, C. Farrar, and D. Mascareñas. 2017b. “Blind identification of full-field vibration modes of output-only structures from uniformly-sampled, possibly temporally-aliased (sub-Nyquist), video measurements.” J. Sound Vib. 390 (Mar): 232–256. https://doi.org/10.1016/j.jsv.2016.11.034.
Zhang, G., B. Tang, and Z. Chen. 2019. “Operational modal parameter identification based on PCA-CWT.” Measurement 139 (Jun): 334–345. https://doi.org/10.1016/j.measurement.2019.02.078.
Zhang, M., X. Huang, Y. Li, H. Sun, J. Zhang, and B. Huang. 2020. “Improved continuous wavelet transforms for modal parameter identification of long-span bridges.” Shock Vib. 2020 (Jan): 1–16. https://doi.org/10.1155/2020/4360184.
Zhang, M., and F. Xu. 2019. “Variational mode decomposition based modal parameter identification in civil engineering.” Front. Struct. Civ. Eng. 13 (5): 1082–1094. https://doi.org/10.1007/s11709-019-0537-3.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 149Issue 5May 2023

History

Received: Jul 6, 2022
Accepted: Dec 12, 2022
Published online: Mar 7, 2023
Published in print: May 1, 2023
Discussion open until: Aug 7, 2023

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Authors

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Chun-Xu Qu, M.ASCE [email protected]
Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China. Email: [email protected]
Yu-Fei Liu, S.M.ASCE [email protected]
Postgraduate, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China. Email: [email protected]
Ting-Hua Yi, M.ASCE [email protected]
Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China (corresponding author). Email: [email protected]
Hong-Nan Li, F.ASCE [email protected]
Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China. Email: [email protected]

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