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- W2351337720 abstract "The dynamic time history analysis of soil-structure systems under propagation of Rayleigh waves was carried out by using the Rayleigh wave input method based on viscous-spring artificial boundary,and the seismic response of underground structures under propagation of Rayleigh waves was studied.The influences of structure material strength,structure thickness and soil stiffness were investigated in detail.Numerical analysis results show the large effect of Rayleigh wave on the dynamic response of shallow underground structures.The internal force and deformation caused by Rayleigh wave are significant,so the influences should be taken into account in seismic design of underground structures." @default.
- W2351337720 created "2016-06-24" @default.
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- W2351337720 date "2013-01-01" @default.
- W2351337720 modified "2023-09-26" @default.
- W2351337720 title "Influence analysis on seismic response of underground structures under propagation of rayleigh waves" @default.
- W2351337720 hasPublicationYear "2013" @default.
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