Technical Papers
Dec 27, 2023

Rapid Controller Generation for Vibration Suppression of Structures Using Direct Excitation with Machine Learning

Publication: Journal of Structural Engineering
Volume 150, Issue 3

Abstract

Active mass dampers (AMDs) have been used to suppress vibration of structures subjected to dynamic loading. Generally, controller design of AMD requires an identified numerical model of the structure. However, unmodeled dynamics and system uncertainties could lead to mediocre control performance. In this study, a novel controller synthesis method of AMD named direct excitation with machine learning (DEML) is proposed and verified. In DEML, the AMD on top of the structure generates trivial excitation with sufficient bandwidth. Then the corresponding structural acceleration response is collected and used for training a controller formulated in an artificial neural network. Accordingly, the associated controller can be realized and implemented to generate control force from the structural acceleration response directly. Seismic control performance of the controller synthesized by DEML was verified numerically in which 9-story and 27-story building models were considered. Moreover, shake table testing of an AMD on top of a 3-story structural specimen was conducted to further validate the effectiveness of the proposed DEML. Experimental results demonstrate that the controller synthesized by DEML achieves competitive seismic control performance compared with a conventional linear-quadratic Gaussian controller.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The study was supported by the Taiwan Building Technology Center (TBTC) at National Taiwan University of Science and Technology from the Featured Areas Research Center Program within the framework of the Higher Education Sprout Project by the Ministry of Education in Taiwan. In addition, the experiments were conducted in the small-scale structural laboratory of the National Center for Research on Earthquake Engineering (NCREE) in Taiwan. The authors are grateful to the financial support of TBTC as well as the usage of experimental facilities and the technical support from the technicians of NCREE.

References

Al-Dawod, M., B. Samali, and J. Li. 2006. “Experimental verification of an active mass driver system on a five-storey model using a fuzzy controller.” Struct. Control Health Monit. 13 (5): 917–943. https://doi.org/10.1002/stc.97.
Bani-Hani, K. A. 2007. “Vibration control of wind-induced response of tall buildings with an active tuned mass damper using neural networks.” Struct. Control Health Monit. 14 (1): 83–108. https://doi.org/10.1002/stc.85.
Chen, C., Z. Li, J. Teng, and Y. Wang. 2017. “Influence analysis of a higher-order CSI effect on AMD systems and its time-varying delay compensation using a guaranteed cost control algorithm.” Appl. Sci. 7 (4): 313. https://doi.org/10.3390/app7040313.
Chen, C. J., and S. M. Yang. 2014. “Application neural network controller and active mass damper in structural vibration suppression.” J. Intell. Fuzzy Syst. 27 (6): 2835–2845. https://doi.org/10.3233/IFS-141245.
Chen, P. C., P. C. Chen, and G. C. Ting. 2022. “Seismic response mitigation of buildings with an active inerter damper system.” Struct. Control Health Monit. 29 (8): e2975. https://doi.org/10.1002/stc.2975.
Chen, P. C., and K. Y. Chien. 2020. “Machine-learning based optimal seismic control of structure with active mass damper.” Appl. Sci. 10 (15): 5342. https://doi.org/10.3390/app10155342.
Chen, P. C., B. J. Sugiarto, and K. Y. Chien. 2021. “Performance-based optimization of LQR for active mass damper using symbiotic organisms search.” Smart Struct. Syst. 27 (4): 705–717. https://doi.org/10.12989/sss.2021.27.4.705.
Dyke, S. J., B. F. Spencer, P. Quast, D. C. Kaspari, and M. K. Sain. 1996. “Implementation of an active mass driver using acceleration feedback control.” Comput.-Aided Civ. Infrastruct. Eng. 11 (5): 305–323. https://doi.org/10.1111/j.1467-8667.1996.tb00445.x.
Dyke, S. J., B. F. Spencer Jr., P. Quast, and M. K. Sain. 1995. “Role of control-structure interaction in protective system design.” J. Eng. Mech. 121 (2): 322–338. https://doi.org/10.1061/(ASCE)0733-9399(1995)121:2(322).
Feng, J., Z. Liu, X. He, Q. Fu, and G. Li. 2022. “Adaptive vibration control for an active mass damper of a high-rise building.” IEEE Trans. Syst. Man Cybern.: Syst. 52 (3): 1970–1983. https://doi.org/10.1109/TSMC.2020.3036891.
Guclu, R., and A. Sertbas. 2005. “Evaluation of sliding mode and proportional-integral-derivative controlled structures with an active mass damper.” J. Vib. Control 11 (3): 397–406. https://doi.org/10.1177/1077546305051202.
Huber, P. J. 1964. “Robust estimation of a location parameter.” Ann. Math. Stat. 35 (1): 73–101. https://doi.org/10.1214/aoms/1177703732.
Huo, L., G. Song, H. Li, and K. Grigoriadis. 2007. “H∞ robust control design of active structural vibration suppression using an active mass damper.” Smart Mater. Struct. 17 (1): 015021. https://doi.org/10.1088/0964-1726/17/01/015021.
Ikeda, Y., K. Sasaki, M. Sakamoto, and T. Kobori. 2001. “Active mass driver system as the first application of active structural control.” Earthquake Eng. Struct. Dyn. 30 (11): 1575–1595. https://doi.org/10.1002/eqe.82.
Lai, Y. A., W. C. Luo, S. K. Huang, C. Y. Yang, and C. M. Chang. 2022. “Seismic control of structure with phase control active tuned mass damper.” Struct. Control Health Monit. 29 (7): e2946. https://doi.org/10.1002/stc.2946.
Lee, C. L., and Y. P. Wang. 2004. “Seismic structural control using an electric servomotor active mass driver system.” Earthquake Eng. Struct. Dyn. 33 (6): 737–754. https://doi.org/10.1002/eqe.373.
Li, L., G. Song, and J. Ou. 2011. “Hybrid active mass damper (AMD) vibration suppression of nonlinear high-rise structure using fuzzy logic control algorithm under earthquake excitations.” Struct. Control Health Monit. 18 (6): 698–709. https://doi.org/10.1002/stc.402.
Li, L., N. Wang, and H. Qin. 2019. “Adaptive model reference sliding mode control of structural nonlinear vibration.” Shock Vib. 2019 (Apr): 1–13. https://doi.org/10.1155/2019/3612516.
Lu, L. Y. 2001. “Discrete-time modal control for seismic structures with active bracing system.” J. Intell. Mater. Syst. Struct. 12 (6): 369–381. https://doi.org/10.1106/104538902022601.
Nazarimofrad, E., S. Farahani, and S. M. Zahrai. 2019. “Multiobjective optimal placement of active tendons to control irregular multistory buildings with soil-structure interaction.” Struct. Des. Tall Special Build. 28 (4): e1581. https://doi.org/10.1002/tal.1581.
Saaed, T. E., G. Nikolakopoulos, J. E. Jonasson, and H. Hedlund. 2013. “A state-of-the-art review of structural control systems.” J. Vib. Control 21 (5): 919–937. https://doi.org/10.1177/1077546313478294.
Setio, H. D., and A. S. Gunawan. 2017. “Numerical study of active mass damper application on cable stayed bridge structure using artificial neural network algorithm.” Int. J. Civ. Environ. Eng. 17 (4): 1–5.
Soleymani, M., A. H. Abolmasoumi, H. Bahrami, A. Khalatbari-S, E. Khoshbin, and S. Sayahi. 2016. “Modified sliding mode control of a seismic active mass damper system considering model uncertainties and input time delay.” J. Vib. Control 24 (6): 1051–1064. https://doi.org/10.1177/1077546316657477.
Spencer, B. F., S. J. Dyke, and H. S. Deoskar. 1998. “Benchmark problems in structural control: Part I—Active mass driver system.” Earthquake Eng. Struct. Dyn. 27 (11): 1127–1139. https://doi.org/10.1002/(SICI)1096-9845(1998110)27:11%3C1127::AID-EQE774%3E3.0.CO;2-F.
Spencer, B. F., Jr., and S. Nagarajaiah. 2003. “State of the art of structural control.” J. Struct. Eng. 129 (7): 845–856. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:7(845).
Thenozhi, S., and W. Yu. 2016. “Sliding mode control of wind-induced vibrations using fuzzy sliding surface and gain adaptation.” Int. J. Syst. Sci. 47 (6): 1258–1267. https://doi.org/10.1080/00207721.2014.919429.
Tu, J., X. Lin, B. Tu, J. Xu, and D. Tan. 2014. “Simulation and experimental tests on active mass damper control system based on model reference adaptive control algorithm.” J. Sound Vib. 333 (20): 4826–4842. https://doi.org/10.1016/j.jsv.2014.05.043.
Ubertini, F., I. Venanzi, and G. Comanducci. 2015. “Considerations on the implementation and modeling of an active mass driver with electric torsional servomotor.” Mech. Syst. Signal Process. 58 (Jun): 53–69. https://doi.org/10.1016/j.ymssp.2014.12.010.
Wang, A. P., and Y. H. Lin. 2007. “Vibration control of a tall building subjected to earthquake excitation.” J. Sound Vib. 299 (4–5): 757–773. https://doi.org/10.1016/j.jsv.2006.07.016.
Wani, Z. R., M. Tantray, E. N. Farsangi, N. Nikitas, M. Noori, B. Samali, and T. Y. Yang. 2022. “A critical review on control strategies for structural vibration control.” Annu. Rev. Control 54 (May): 103–124. https://doi.org/10.1016/j.arcontrol.2022.09.002.
Xu, B., Z. Wu, and K. Yokoyama. 2000. “Adaptive vibration control of structure-AMD coupled system using multi-layer neural networks.” J. Appl. Mech. 3 (Aug): 427–438. https://doi.org/10.2208/journalam.3.427.
Yang, D. H., J. H. Shin, H. Lee, S. K. Kim, and M. K. Kwak. 2017. “Active vibration control of structure by active mass damper and multi-modal negative acceleration feedback control algorithm.” J. Sound Vib. 392 (Mar): 18–30. https://doi.org/10.1016/j.jsv.2016.12.036.
Yang, S. M., and G. S. Lee. 1997. “Vibration control of smart structures by using neural networks.” J. Dyn. Syst. Meas. Control 119 (1): 34–39. https://doi.org/10.1115/1.2801211.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 150Issue 3March 2024

History

Received: Apr 19, 2023
Accepted: Nov 2, 2023
Published online: Dec 27, 2023
Published in print: Mar 1, 2024
Discussion open until: May 27, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Associate Professor, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology, No. 43, Keelung Rd., Sec.4, Da’an District, Taipei City 106335, Taiwan (corresponding author). ORCID: https://orcid.org/0000-0001-7626-3454. Email: [email protected]
Che-Wei Chou [email protected]
Graduate Student, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology, No. 43, Keelung Rd., Sec.4, Da’an District, Taipei City 106335, Taiwan. Email: [email protected]
Wei-Jung Wang [email protected]
Graduate Student, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology, No. 43, Keelung Rd., Sec.4, Da’an District, Taipei City 106335, Taiwan. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share