**8. Concluding Remarks**

The vibration control of a tower-line coupled system disturbed by wind loading was conducted by SMA dampers. The analytical model of the entire system was established based on Lagrange's equations by considering the dynamic interaction between transmission lines and towers. The control efficacy was analyzed in both the time domain and the frequency domain. Detailed parametric studies were conducted to examine the influence of damper stiffness, service temperature on structural responses, and hysteresis loops. The following conclusions can be drawn:


**Author Contributions:** Conceptualization, B.C.; methodology, B.C. and X.S.; software, W.L.; validation, B.C. and X.S.; formal analysis, X.S. and J.W.; investigation, B.C. and W.L.; resources, J.W. and X.S.; data curation, J.W.; writing—original draft preparation, B.C. and X.S.; writing—review and editing, B.C. and W.L.; visualization, B.C. and W.L.; supervision, B.C. and W.L.; project administration, B.C.; funding acquisition, B.C. All authors have read and agreed to the published version of the manuscript.

**Funding:** The authors are grateful for the financial support from the National Natural Science Foundation of China (51978549, 51678463).

**Institutional Review Board Statement:** Not applicable.

**Informed Consent Statement:** Not applicable.

**Data Availability Statement:** Date sharing is not applicable to this article.

**Acknowledgments:** The authors sincerely appreciate the selfless support provided by Wuhan University of Technology and Guangdong Power Grid Energy Development, Co., Ltd. during the progress of this study.

**Conflicts of Interest:** The authors declare no conflict of interest.
