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Influence of Rayleigh damping coefficient on seismic response of subway structure in liquefiable soil
更新时间：2025-05-26

    • Influence of Rayleigh damping coefficient on seismic response of subway structure in liquefiable soil

    • “In the study of seismic response of underground structures, the influencing factors of Rayleigh damping coefficient were analyzed, providing a solution for the dynamic analysis of subway structures.”
    • Journal of Jilin University(Engineering and Technology Edition)   Vol. 53, Issue 1, Pages: 159-169(2023)
    • 作者机构：

      1.大连理工大学 海岸和近海工程国家重点实验室，辽宁 大连 116023

      2.中冶京诚工程技术有限公司，北京100176

    • DOI：10.13229/j.cnki.jdxbgxb20210557    

      CLC： TU9

    • Received：21 June 2021，

      Published：01 January 2023

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  • LIU Shun,TANG Xiao-wei,LUAN Yi-xiao.Influence of Rayleigh damping coefficient on seismic response of subway structure in liquefiable soil[J].Journal of Jilin University(Engineering and Technology Edition),2023,53(01):159-169. DOI： 10.13229/j.cnki.jdxbgxb20210557.

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