24 Ocak 2020 Sivrice (Türkiye) Depremi (Mw 6.8): Yer Hareketi Tahmin Denklemlerinin Değerlendirilmesi ve Mikrotremor Çalışmaları

Year 2021, Volume: 3 Issue: 2, 125 - 148, 20.12.2021

Erdem Bayrak , Çağlar Özer , Hamit Çakıcı , Mustafa Engin Kocadağistan

https://doi.org/10.46464/tdad.1003057

Cited By: 6

Abstract

Doğu Anadolu Fay Zonu’nda (DAFZ) 24 Ocak 2020 tarihinde meydana gelen Mw 6.8 büyüklüğündeki deprem can ve mal kayıplarına sebep olmuştur. Yapısal hasarların zemin açısından araştırılması amacı ile üç farklı hasar gören yapının çevresinde mikrotremor ölçümleri alınmıştır. Bu ölçümler sonucu elde edilen zeminin frekans ve büyütme faktörleri kullanılarak ampirik bağıntılar yardımıyla Vs30, hasar görebilirlik indisi (Kg) ve zemin deformasyon tahmini gibi parametreler elde edilmiştir. Mikrotremor ölçümlerinden elde edilen zemin hâkim frekans ve büyütme faktörü değerleri Kesrik, Elazığ ve Sivrice için sırasıyla ~1.75 Hz; ~0.55 Hz ve ~1.4 Hz olarak elde edilirken büyütme faktörü değerleri ise ~5.1, ~4.2 ve ~2.3 olarak hesaplanmıştır. En yüksek hasar görebilirlik indisi Elazığ Merkez’de en düşük değer ise Sivrice’de elde edilmiştir. Ayrıca gözlenen en büyük yer ivmesi değerleri ile beş farklı yer hareketi tahmin denklemi karşılaştırılmış ve en iyi uyum sağlayan model belirlenmiştir.

Keywords

Yer Hareketi Tahmini, Mikrotremor, Hasar İndeksi, Vs30, Sivrice depremi

January 24, 2020 Sivrice (Turkey) Earthquake (Mw 6.8): Evaluation of Ground-Motion Prediction Equations and Microtremor Studies

Abstract

The Mw 6.8 January 24, 2020, earthquake has occurred on the Eastern Anatolian Fault Zone (EAFZ) caused loss of life and property. Microtremor measurements have been applied near three different damaged buildings to investigate structural damages in terms of soil features. The parameters such as Vs30, vulnerability index, and soil deformation estimation are obtained with the help of empirical relations using the soil dominant frequency and soil amplification factors calculated as a result of these survey measurements. The soil dominant frequencies have been obtained as ~1.75 Hz; ~0.55 Hz and ~1.4 Hz while the amplification factor values have been calculated as ~5.1, ~4.2, and ~2.3 for Kesrik, Elazig, and Sivrice; respectively. The highest vulnerability index is obtained in Elazig City center and the lowest value is observed in Sivrice. In addition, five different ground-motion prediction equations are compared with the observed peak ground acceleration values, and the best fitted model has been determined.

Keywords

Ground-Motion Prediction Equations, Microtremor, Vulnerability Index, Vs30, Sivrice Earthquake

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