Buildings Damages after Elazig, Turkey Earthquake on January 24, 2020
dc.contributor.author | Dogan, Gamze | |
dc.contributor.author | Ecemis, Ali Serdar | |
dc.contributor.author | Korkmaz, Serra Zerrin | |
dc.contributor.author | Arslan, Musa Hakan | |
dc.contributor.author | Korkmaz, Hasan Husnu | |
dc.date.accessioned | 2024-02-23T13:59:24Z | |
dc.date.available | 2024-02-23T13:59:24Z | |
dc.date.issued | 2021 | |
dc.department | NEÜ | en_US |
dc.description.abstract | A 6.8-magnitude earthquake that occurred on January 24, 2020, has been effective in Turkey's eastern regions. The earthquake, with recorded peak ground acceleration (PGA) value of 0.292 g, caused the destruction or heavy damage of buildings, especially in the city center of Elazig province. The purpose of this paper was to share the results of detailed investigation in the earthquake-stricken area. Additionally, the causes of damages and failures observed in the buildings were compared to those that had occurred in previous earthquakes in Turkey. In this study, the damages observed in especially RC buildings as well as in masonry and rural buildings were summarized, the lessons learned were evaluated, and the results were interpreted with reference to Turkish earthquake codes. In the study, it was particularly emphasized why the building stock underwent such damage even though the buildings were exposed to earthquake acceleration well below the design acceleration values. | en_US |
dc.identifier.doi | 10.1007/s11069-021-04831-5 | |
dc.identifier.endpage | 200 | en_US |
dc.identifier.issn | 0921-030X | |
dc.identifier.issn | 1573-0840 | |
dc.identifier.issue | 1 | en_US |
dc.identifier.scopus | 2-s2.0-85107839525 | en_US |
dc.identifier.scopusquality | Q1 | en_US |
dc.identifier.startpage | 161 | en_US |
dc.identifier.uri | https://doi.org/10.1007/s11069-021-04831-5 | |
dc.identifier.uri | https://hdl.handle.net/20.500.12452/11171 | |
dc.identifier.volume | 109 | en_US |
dc.identifier.wos | WOS:000661385400004 | en_US |
dc.identifier.wosquality | Q2 | en_US |
dc.indekslendigikaynak | Web of Science | en_US |
dc.indekslendigikaynak | Scopus | en_US |
dc.language.iso | en | en_US |
dc.publisher | Springer | en_US |
dc.relation.ispartof | Natural Hazards | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | Elazig Earthquake | en_US |
dc.subject | Reinforced Concrete Structure | en_US |
dc.subject | Rural Structure | en_US |
dc.subject | Damage | en_US |
dc.subject | Failure | en_US |
dc.title | Buildings Damages after Elazig, Turkey Earthquake on January 24, 2020 | en_US |
dc.type | Article | en_US |