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Makale detayı · 2021 · article

Damage assessment of buildings after 24 January 2020 Elazığ-Sivrice earthquake

Dergi Earthquakes and Structures ISSN kaydı başka bir dergiye işaret ediyor; ad YÖKSİS kaydından.
ISSN2092-7614
YÖKSİS OpenAlex
Yıl2021
Atıf12OpenAlex
Yüzdelik%79,7
FWCI1,611,00 = dünya ortalaması
Scopus (SJR)Q2
WoS (JCR)Q3

Veri kaynağı ayrımı

  • YÖKSİSYÖKSİS makale kaydı
  • YÖKSİS dergi adıEarthquakes and Structures
  • Katalog eşleşmesi (ISSN)Earthquake and Structures
  • OpenAlexOpenAlex zenginleştirmesi (özet, atıf, konular)
  • Semantic Scholaratıf sayısı (OpenAlex ile birleştirilmez)

Özet

OpenAlex İngilizce

The majority of Turkey's geography is at risk of earthquakes. Within the borders of Turkey, including the two major active faults contain the North-Eastern and Eastern Anatolia, earthquake, threatening the safety of life and property. On January 24, 2020, an earthquake of magnitude 6.8 occurred at 8:55 p.m. local time. According to the data obtained from the stations in the region, peak ground acceleration in the east-west direction was measured as 0.292 g from the 2308 coded station in Sivrice. It is thought that the earthquake with a magnitude of Mw 6.8 was developed on the Sivrice-Puturge segment of the Eastern Anatolian Fault, which is a left lateral strike slip fault, and the tear developed in an area of 50-55 km. Aftershocks ranging from 0.8 to 5.1 Mw occurred following the main shock on the Eastern Anatolian Fault. The earthquake caused severe structural damages in Elazig and neighboring provinces. As a result of the field investigations carried out in this study, significant damage levels were observed in the buildings since it did not meet the criteria in the earthquake codes. Within the study's scope, the structural damage cases in reinforced concrete and masonry structures were investigated. Many structural deficiencies and mistakes such as non-ductile details, poor concrete quality, short columns, strong beams–weak columns mechanism, large and heavy overhangs, masonry building damages and inadequate reinforcement arrangements were observed. Requirements of seismic codes are discussed and compared with observed earthquake damage.

Konular

Atıflar

OpenAlex cited_by_count. WoS veya Scopus atıf sayısı değildir; o kaynaklar için ayrı kolon yoktur.

12atıfOpenAlex · cited_by_count (önbellek / veritabanı)

Yerel katalogda bu makaleye atıf yapan 22 yayın (OpenAlex referans eşleşmesi; tam dünya listesi değildir).

  1. 2025 Seismic performance assessment of structures in Malatya Province after 6 February 2023 Turkey earthquake sequencesAtıf 27 · OpenAlex
  2. 2025 Seismic performance assessment of structures in Malatya Province after 6 February 2023 Turkey earthquake sequencesAtıf 27 · OpenAlex
  3. 2023 Geotechnical and Structural Investigations in Malatya Province after Kahramanmaraş Earthquakes on February 6, 2023Atıf 17 · OpenAlex
  4. 2023 Geotechnical and Structural Investigations in Malatya Province after Kahramanmaraş Earthquake on February 6, 2023Atıf 17 · OpenAlex
  5. 2023 A Novel Approach to Seismic Vulnerability Assessment of Existing Residential Reinforced Concrete Buildings Stock: A Case Study for Bingöl, TurkeyAtıf 7 · OpenAlex
  6. 2023 A Novel Approach to Seismic Vulnerability Assessment of Existing Residential Reinforced Concrete Buildings Stock: A Case Study for Bingöl, TurkeyAtıf 7 · OpenAlex
  7. 2022 Progressive Collapse Response of Reinforced Concrete Buildings Designed According to Turkish Earthquake CodeAtıf 7 · OpenAlex
  8. 2022 Progressive Collapse Response of Reinforced Concrete Buildings Designed According to Turkish Earthquake CodeAtıf 7 · OpenAlex
  9. 2025 Seismic Performance of the Kahramanmaraş Earthquakes: Ground Motion Prediction Models and the Role of Vertical ComponentsAtıf 4 · OpenAlex
  10. 2024 2023 Kahramanmaraş Depremleri Sonrası Malatya İlinde Yer Alan Yığma Binaların Hasar Mekanizmasının İncelenmesiAtıf 4 · OpenAlex

Yazarlar

3
  1. Omer Faruk Nemutlu 1
  2. BİLAL BALUN 2
  3. ALİ SARI İSTANBUL TEKNİK ÜNİVERSİTESİ 3