Acknowledgement
This study is part of a Ph.D. research of the first author under the supervision of the second to fourth authors. The SISR tests were carried out at the strong floor laboratory of the structures division of the Road, Housing, and Urban Development Research Center of Iran. The authors wish to express their thanks to Mr. Mehdi Abbasi and Mr. Reza Nooshabadi, engineering operators of the laboratory, for facilitating all the means in carrying out the experiments.
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