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Characteristic of the vertical seismic waves associated with the 1995 Hyogo-ken Nanbu (Kobe), Japan earthquake estimated from the failure of the Daikai Underground Station

✍ Scribed by Uenishi, Koji; Sakurai, Shunsuke


Book ID
101220248
Publisher
John Wiley and Sons
Year
2000
Tongue
English
Weight
348 KB
Volume
29
Category
Article
ISSN
0098-8847

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✦ Synopsis


The dynamic behaviour of underground structures built by cut-and-cover methods is discussed. A simple model analysis shows that a column supporting the overburden at midspan (central column) can resonate upon incidence of an elastic wave of a speci"c frequency. The analytical results indicate that not only the size and material properties of the column, but also the static load acting on the column (overburden) is a decisive factor that in#uences the resonant frequency. Based on the results obtained by the analysis, the mechanism of the failure at the Daikai Underground Station in Kobe caused by the 1995 Hyogo-ken Nanbu, Japan, earthquake is investigated. It is shown that the wave-induced damage to underground structures can concentrate on the sections with speci"c overburden, and from the induced damage, it is possible to estimate the frequency characteristics of the associated seismic waves.