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- W2380331372 abstract "Based on complex variable function method of plane elasticity theory,lateral displacement of infinite medium with an opening was derived subjected to a far field shear stress,then the displacement relationship between the medium with an opening and that without an opening was also obtained,it was applied to solve soil layers displacement of response displacement method based on soil layers displacement difference.The performance of the method was evaluated and compared with that of the typical response displacement method through several selected benchmark numerical examples,such as circular shield tunnels and rectangular underground stations.It was shown that the response displacement method based on soil layers displacement difference is suitable for deeper underground structures and not suitable for cases of hard surrounding soil;the method depends on the solved precision of soil spring stiffness." @default.
- W2380331372 created "2016-06-24" @default.
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- W2380331372 date "2013-01-01" @default.
- W2380331372 modified "2023-09-28" @default.
- W2380331372 title "Response displacement method for seismic analysis of underground structures based on soil layers displacement difference" @default.
- W2380331372 hasPublicationYear "2013" @default.
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