File Download

There are no files associated with this item.

  • Find it @ UNIST can give you direct access to the published full text of this article. (UNISTARs only)
Related Researcher

김병민

Kim, Byungmin
Geotechnical Earthquake Engineering Research Group
Read More

Views & Downloads

Detailed Information

Cited time in webofscience Cited time in scopus
Metadata Downloads

Automated procedure for estimating V-S30 utilizing P-wave seismograms and its application to Japan

Author(s)
Kang, SinhangKim, ByungminPark, Heon-JoonLee, Junyoung
Issued Date
2020-01
DOI
10.1016/j.enggeo.2019.105388
URI
https://scholarworks.unist.ac.kr/handle/201301/31516
Fulltext
https://www.sciencedirect.com/science/article/pii/S0013795219309524?via%3Dihub
Citation
ENGINEERING GEOLOGY, v.264, pp.105388
Abstract
We develop an automated procedure to estimate time-averaged shear wave velocities in the upper 30 m of soil deposits (V-S30) rapidly and objectively based on initial P-wave seismogram amplitudes in the radial and vertical directions. We apply this procedure to 630 Kiban-Kyoshin network stations in Japan utilizing 9207 records. It is clear that the estimates are in good agreement with real-world measurements. Filtering records based on signal-to-noise ratio (SNR) thresholds slightly improves V-S30 estimation, but a decrease in the number of records results in an inability to estimate V-S30 at certain sites. We propose bias correction models based on SNRs and take-off angles to facilitate V-S30 estimation at numerous sites while maintaining suitable prediction performance. We observe that the performance of the proposed method is similar to that of methods utilizing different types of proxies for various regions. We successfully apply the proposed method to 989 Kyoshin network stations utilizing 18,454 records and create a V-S30 map for the entire area of Japan.
Publisher
ELSEVIER
ISSN
0013-7952
Keyword (Author)
Shear wave velocityV-S30P-wave seismogramKiK-netK-net
Keyword
TOPOGRAPHIC SLOPEVELOCITYVS30PROXY

qrcode

Items in Repository are protected by copyright, with all rights reserved, unless otherwise indicated.