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3、[3] Ming S ,Tao L ,Wang Z .Shaking Table Testing of Liquefied Soil Layer Located in the Bottom Slab of a Subway Station[J].AppliedSciences,2023,13(19)
4、DOI:10.3390/APP131910866.
5、[4] Ming S ,Jun Y X ,Ye C W , et al.Shaking table tests on the seismic response of station structures in deep soil layers under different seismic wave actions[J].Soil Dynamics and Earthquake Engineering,2025,192109294-109294.出版社ELSEVIER.
6、[5] Ming S ,Tao L ,Wang Z .Shaking Table Tests on the Seismic Response of Symmetrically Integrated Underground Stations[J].Symmetry,2024,16(2):232-.出版社MDPI.
7、[6] Ming S ,Tao L ,Wang Z .Shaking Table Testing of Liquefied Soil Layer Located in the Bottom Slab of a Subway Station[J].Applied Sciences,2023,13(19):出版社MDPI.