Peak Factor Method for Predicting Maximum Response and Control Force in Across-Wind Direction for Active Base-Isolation

Yinli Chen; Ryuki Kamano; Daiki Sato; Kou Miyamoto

doi:10.1109/JAS.2025.125804

Volume 13 Issue 5

May 2026

IEEE/CAA Journal of Automatica Sinica

JCR Impact Factor: 19.2, Top 1 (SCI Q1)

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Article Navigation > IEEE/CAA Journal of Automatica Sinica > 2026 > 13(5): 1236-1238

Y. Chen, R. Kamano, D. Sato, and K. Miyamoto, “Peak factor method for predicting maximum response and control force in across-wind direction for active base-isolation,” IEEE/CAA J. Autom. Sinica, vol. 13, no. 5, pp. 1236–1238, May 2026. doi: 10.1109/JAS.2025.125804

Citation:

Y. Chen, R. Kamano, D. Sato, and K. Miyamoto, “Peak factor method for predicting maximum response and control force in across-wind direction for active base-isolation,” IEEE/CAA J. Autom. Sinica, vol. 13, no. 5, pp. 1236–1238, May 2026. doi: 10.1109/JAS.2025.125804

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Peak Factor Method for Predicting Maximum Response and Control Force in Across-Wind Direction for Active Base-Isolation

doi: 10.1109/JAS.2025.125804

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References

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[2]	The Japan Society of Seismic Isolation, Activity Report of the Committee on the Study of Next-Generation Seismic Isolation Systems (in Japanese). Tokyo, Japan: The Japan Society of Seismic Isolation, 2022.
[3]	Y. Chen, D. Sato, K. Miyamoto, and J. She, “Estimating the maximum response and maximum control force for high-rise base-isolated buildings with active structural control in along-wind direction,” Engineering Structures, vol. 216, Art. no. 110712, 2020. doi: 10.1016/j.engstruct.2020.110712
[4]	Y. Chen, D. Sato, K. Miyamoto, J. She, and O. Takahashi, “Gust factor approach for estimating maximum response and control force in high-rise base-isolated buildings with active structural control,” Structural Control and Health Monitoring, vol. 2024, no. 1, Art. no. 9995641, 2024. doi: 10.1155/2024/9995641
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