Shake-Table Tests and Numerical Analysis of Steel Frames with Self-Centering Viscous-Hysteretic Devices under the Mainshock–Aftershock Sequences
Publication: Journal of Structural Engineering
Volume 148, Issue 4
Abstract
Shake-table tests, subjected to mainshock–aftershock sequences, were conducted on a 1/3-scaled 3-story steel frame equipped with self-centering viscous-hysteretic devices (SC-VHDs) and its primary frame to investigate the effect of the aftershock on seismic performance. It was found that the SC-VHD can effectively reduce 30%–50% of the peak drift and 50%–80% of the residual drift, respectively. Additionally, the peak and residual drifts of the 3-story primary frame under the mainshock–aftershock sequences were more than those under the mainshock-only sequences, while the peak and residual drifts of the 3-story SC-VHD frame under the mainshock-only and mainshock–aftershock sequences were basically the same. A numerical simulation method for the SC-VHD frame was further developed and validated, based on which 6-, 9-, and 12-story SC-VHD frames were analyzed to investigate the seismic performance of medium- high-rise SC-VHD frames. Both shake-table tests and numerical analysis indicate that the peak and residual drifts of the 3-, 6-, 9-, and 12-story SC-VHD frames can meet the design objective under the mainshock–aftershock sequences.
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Data Availability Statement
The shake-table test results are available from the corresponding author upon reasonable request.
Acknowledgments
The authors would like to thank the support from the National Natural Science Foundation of China under Grant No. 52125802, the Ministry of Science and Technology of the People’s Republic of China under Grant No. 2018YFE0206100, and the Postgraduate Research & Practice Innovation Program of Jiangsu Province under Grant No. KYCX19_0097.
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Received: Jun 19, 2021
Accepted: Dec 8, 2021
Published online: Feb 9, 2022
Published in print: Apr 1, 2022
Discussion open until: Jul 9, 2022
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