DEEP SHEAR-WAVE STRUCTURE AND EARTHQUAKE GROUND MOTION CHARACTERISTICS IN SUMIYOSHI AREA, KOBE CITY, BASED ON MICROTREMOR MEASUREMENTS
Author:
Affiliation:
1. Dept. of Architecture and Building Engineering, Faculty of Engineering, Tokyo Institute of Technology
2. Dept. of Architecture and Building Engineering, Faculty of Engineering, Tokyo Institute of Technology:JSPS Research Fellow
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/62/491/62_KJ00004100611/_pdf
Reference7 articles.
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2. 10) CAPON J. High-resolution frequency-wavenumber spectrum analysis. Geophysics. (1969) vol.34, no.1, p.21-38.
3. 18) HORIKE M. Inversion of phase velocity of long-period microtremors to the S-wave-velocity structure down to the basement in urbanized areas. J. Phys. Earth. (1985) vol.33, p.59-96.
4. Underground Structure in the Osaka Plain
5. 20) SEED H. B. Pore-Water Pressure Changes during Soil Liquefaction. J. of the GT Div.. ASCE. (1976) vol.GT4, p.323-346.
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