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DC Field | Value | Language |
---|---|---|
dc.citation.endPage | 3658 | - |
dc.citation.number | 12 | - |
dc.citation.startPage | 3650 | - |
dc.citation.title | KSCE Journal of Civil Engineering | - |
dc.citation.volume | 24 | - |
dc.contributor.author | Kim, Jaesung | - |
dc.contributor.author | Kim, Byungmin | - |
dc.contributor.author | Cho, Hyungik | - |
dc.date.accessioned | 2023-12-21T16:40:24Z | - |
dc.date.available | 2023-12-21T16:40:24Z | - |
dc.date.created | 2020-09-25 | - |
dc.date.issued | 2020-12 | - |
dc.description.abstract | The average shear wave velocity for a soil depth of 30 m (V-S30) is crucial for seismic hazard assessments. However,V(S30)measurements are not available at most recording stations in Korea. TheP-wave seismogram method is an efficient way to estimateV(S30)because it only utilizesP-wave seismograms recorded on the ground surface without boring process.V(S30)measurements for 51 recording stations are acquired from previous literature, and downhole tests were performed at 10 stations for additionalV(S30)measurements. TheP-wave seismogram method is validated for 50 stations using 359 seismograms recorded during 66 earthquake events with local magnitudes greater than 3.0. The average shear wave velocity for a certain depth (V-SZ) can be estimated using the ratio of radial to vertical components in the initialP-wave velocity seismograms, which can be converted toV(S30)using an empirical relationship. The residuals between the measured and estimatedV(S30)are divided into the overall bias, between-site residuals, and within-site residuals. The standard deviation for between-site residuals is 0.37, which is comparable with the values of previous studies for other countries. After bias correction, 70% of measuredV(S30)and estimatedV(S30)are within +/- 50% of each other. This study estimatesV(S30)values for 118 stations whereV(S30)is not available. | - |
dc.identifier.bibliographicCitation | KSCE Journal of Civil Engineering, v.24, no.12, pp.3650 - 3658 | - |
dc.identifier.doi | 10.1007/s12205-020-0752-4 | - |
dc.identifier.issn | 1976-3808 | - |
dc.identifier.scopusid | 2-s2.0-85092475619 | - |
dc.identifier.uri | https://scholarworks.unist.ac.kr/handle/201301/48176 | - |
dc.identifier.url | https://link.springer.com/article/10.1007%2Fs12205-020-0752-4 | - |
dc.identifier.wosid | 000577029100003 | - |
dc.language | 영어 | - |
dc.publisher | KOREAN SOCIETY OF CIVIL ENGINEERS-KSCE | - |
dc.title | Shear Wave Velocity Estimation in Korea Using P-Wave Seismograms | - |
dc.type | Article | - |
dc.description.isOpenAccess | FALSE | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.relation.journalResearchArea | Engineering | - |
dc.type.docType | Article | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.description.journalRegisteredClass | kci | - |
dc.subject.keywordAuthor | Shear wave velocity | - |
dc.subject.keywordAuthor | V-S30 | - |
dc.subject.keywordAuthor | P-wave seismogram | - |
dc.subject.keywordAuthor | KMA | - |
dc.subject.keywordAuthor | KIGAM | - |
dc.subject.keywordPlus | NONLINEAR SITE AMPLIFICATION | - |
dc.subject.keywordPlus | GROUND MOTION | - |
dc.subject.keywordPlus | MODEL | - |
dc.subject.keywordPlus | EARTHQUAKE | - |
dc.subject.keywordPlus | PGV | - |
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