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- W644265088 abstract "The aseismic design for the Tokyo underground station structure, which is newly constructed in the weak ground, has been carried out in order to reduce the damage due to earthquakes. Dynamic moduli and damping ratios of soil which are required in the aseismic design have been measured by the vibrational triaxial compression test apparatus." @default.
- W644265088 created "2016-06-24" @default.
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- W644265088 date "1976-01-01" @default.
- W644265088 modified "2023-09-23" @default.
- W644265088 title "DYNAMIC PROPERTIES OF ALLUVIAL CLAY FOR ASEISMIC DESIGN OF TOKYO CENTRAL UNDERGROUND STATION" @default.
- W644265088 hasPublicationYear "1976" @default.
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