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- W2347366890 abstract "Based on dynamic interaction analysis between soil mass and a underground structure,from the consideration of displacement response characteristics of the underground structure against earthquake action, a new concept-shear strain transmission ratio(SSTR)was introduced.By means of a large number of numeri- cal model tests,empirical formula related to SSTR was proposed and general procedure that SSTR method can be used for seismic design of underground structures was summed up,thereafter a practical example was illus- trated to verify the feasibility of this method." @default.
- W2347366890 created "2016-06-24" @default.
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- W2347366890 date "2008-01-01" @default.
- W2347366890 modified "2023-09-23" @default.
- W2347366890 title "Exploration on Simplified Method for Seismic Design of Underground Structures with Rectangular Section" @default.
- W2347366890 hasPublicationYear "2008" @default.
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