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- W3208081760 abstract "The damage of the underground structure which there are almost no instances until now among all kinds of structures subjected to seismic damage in the Hygoken-Nanbu earthquake in 1995 was serious, the damage situation of the Daikai subway station of the Kobe rapid transit system was showed in this paper. The necessary structure characteristic, surrounding soil characteristic, and dynamic characteristic of the earthquake observed in the surroundings were shown in order to understand the damage mechanism. Moreover, vibration characteristics of the surrounding soil was evaluated after due consideration on the observed results of microtremors every time. Finally, the damage mode of structures and the process until damage were estimated from a two-step analysis, a combined two-dimensional dynamic seismic response analysis with static elastic and plastic analysis. According to the analysis based on the actual strength of structures and material properties of back-filling materials, it was concluded that the center columns failed due to shear and bending failure before damage such as yield appeared in other components, and this had a good agreement with the damage situation. 20 refs., 37 figs., 5 tabs." @default.
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- W3208081760 date "1996-04-21" @default.
- W3208081760 modified "2023-09-29" @default.
- W3208081760 title "Damage to Daikai subway station of Kobe Raoid Transit System and estimation of its reason during the 1995 Hyogoken-Nanbu Earthquake; Hyogoken Nanbu Jishin niyoru Kobe Kosoku Tetsudo/Daikaieki no higai to sono yoin bunseki" @default.
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