Please use this identifier to cite or link to this item: http://hdl.handle.net/11452/34613
Title: Damage during the 6-24 February 2017 Ayvacik (Çanakkale) earthquake swarm
Authors: Döven, Mahmud Sami
Uludağ Üniversitesi/Mühendislik Fakültesi/İnşaat Mühendisliği Bölümü.
0000-0001-8484-6027
0000-0002-6329-905X
Livaoǧlu, Ramazan
Timuraǧaoǧlu, Mehmet Ömer
Serhatoǧlu, Cavit
S-4676-2019
M-6474-2014
AAH-4411-2021
ABF-2355-2020
8853167300
56707406500
57074138900
Keywords: Geology
Meteorology & atmospheric sciences
Water resources
Masonry buildings
2007 bala
Turkey
Performance
Issue Date: 23-Mar-2018
Publisher: Copernicus Gesellschaft
Citation: Livaoğlu, R. vd. (2018). ''Damage during the 6-24 February 2017 Ayvacık (Çanakkale) earthquake swarm''. Natural Hazards and Earth System Sciences, 18(3), 921-934.
Abstract: On 6 February 2017 an earthquake swarm began at the western end of Turkey. This was the first recorded swarm in the Canakkale region since continuous seismic monitoring began in 1970. The number of earthquakes located increased during the following 10 days. This paper describes the output of a survey carried out in the earthquake-prone towns in the area of Ayvacik, Canakkale, Turkey, in February 2017 after the earthquakes. Observations of traditional buildings were made on site at the rural area of Ayvacik. A description of the main structural features and their effects on the most frequently viewed damage modes were made according to in-plane, out-of-plane behavior of the wall regarding construction practice, connection type, etc. It was found that there were no convenient connections like cavity ties or sufficient mortar strength resulting in decreased and/or lack of lateral load bearing capacity of the wall. Furthermore, distribution maps of damaged/undamaged buildings according to villages, damage ratios, structures and damage levels are generated. Distribution maps showed that damage ratio of structures is higher in villages close to epicenter and decrease away from epicenter except Gulpinar, where past experiences and development level affect the construction quality.
URI: https://doi.org/10.5194/nhess-18-921-2018
https://nhess.copernicus.org/articles/18/921/2018/
http://hdl.handle.net/11452/34613
ISSN: 1561-8633
Appears in Collections:Scopus
Web of Science

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