Estimating shear wave velocity using acceleration data in Antakya (Turkey)
dc.authorid | KACIN, SELCUK/0000-0001-5406-5756 | |
dc.authorid | Bektas, Ozcan/0000-0001-5232-4654 | |
dc.authorid | Bikce, Murat/0000-0001-5529-2387 | |
dc.contributor.author | Buyuksarac, Aydin | |
dc.contributor.author | Over, Semir | |
dc.contributor.author | Genes, M. Cemal | |
dc.contributor.author | Bikce, Murat | |
dc.contributor.author | Kacin, Selcuk | |
dc.contributor.author | Bektas, Ozcan | |
dc.date.accessioned | 2024-09-18T19:48:01Z | |
dc.date.available | 2024-09-18T19:48:01Z | |
dc.date.issued | 2014 | |
dc.department | Hatay Mustafa Kemal Üniversitesi | en_US |
dc.description.abstract | This manuscript presents a site response analysis and an estimation of S-wave velocity that are dependent on acceleration data. First, existing data, such as density, seismic wave velocity, and soil cross-sections, are obtained from previous seismic microzonation studies and used to prepare input data for a suite of MATLAB routines, which are referred to as SUA software. Acceleration data are obtained from four free-field strong-motion stations of the SERAMAR project, which was conducted between 2006 and 2009 in conjunction with a Turkish-German joint research project, and inputted into the software as basic data. The results include a 1D velocity cross-section versus depth and an amplification model of the site. Three different depth levels can be determined for the ranges of 0-5 m, 5-15 m and 15-25 m. The seismic velocities vary between 380 and 470 m s-1 for the first 5 m; 320 and 480 m s-1 for 5-15 m; and 470 and 750 m s-1 for 15-25 m. These results are comparable with the amplification values from the microtremor data from previous studies. The 1D velocity models are appropriate for the soil conditions. | en_US |
dc.description.sponsorship | Scientific and Technological Research Council of Turkey (TUBITAK) [106M420] | en_US |
dc.description.sponsorship | The authors are grateful to Dr.-Ing. Jochen Schwarz and Dipl.-Ing. Lars Abrahamczyk from the Earthquake Damage Analysis Center (EDAC) of Bauhaus University in Weimar, Germany for the permission to use the recorded data provided by the collaborate SERAMAR project. The instruments donated by SYSCOM Inc., Switzerland and the financial support from The Scientific and Technological Research Council of Turkey (TUBITAK) under the project Grant No. 106M420 are also appreciated. This paper has been reviewed by Dr. Hakan Cinar of Karadeniz Technical University, Turkey, which has significantly improved its quality. | en_US |
dc.identifier.endpage | 105 | en_US |
dc.identifier.issn | 1794-6190 | |
dc.identifier.issue | 2 | en_US |
dc.identifier.scopus | 2-s2.0-84925305986 | en_US |
dc.identifier.scopusquality | Q3 | en_US |
dc.identifier.startpage | 99 | en_US |
dc.identifier.uri | https://hdl.handle.net/20.500.12483/7304 | |
dc.identifier.volume | 18 | en_US |
dc.identifier.wos | WOS:000351882300003 | en_US |
dc.identifier.wosquality | Q4 | en_US |
dc.indekslendigikaynak | Web of Science | en_US |
dc.indekslendigikaynak | Scopus | en_US |
dc.language.iso | en | en_US |
dc.publisher | Univ Nacional De Colombia | en_US |
dc.relation.ispartof | Earth Sciences Research Journal | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.rights | info:eu-repo/semantics/openAccess | en_US |
dc.subject | Acceleration data | en_US |
dc.subject | shear wave velocity | en_US |
dc.subject | Antakya | en_US |
dc.subject | soil conditions | en_US |
dc.subject | 1D velocity model | en_US |
dc.title | Estimating shear wave velocity using acceleration data in Antakya (Turkey) | en_US |
dc.type | Article | en_US |
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