Geotechnical and Structural Damages Caused by the 2023 Kahramanmaraş Earthquakes in Gölbaşı (Adıyaman)

被引:25
作者
Akar, Fahriye [1 ]
Isik, Ercan [2 ]
Avcil, Fatih [2 ]
Buyuksarac, Aydin [3 ]
Arkan, Enes [4 ]
Izol, Rabia [5 ]
机构
[1] Erzincan Binali Yildirim Univ, Vocat Sch, Construct Dept, TR-24002 Erzincan, Turkiye
[2] Bitlis Eren Univ, Dept Civil Engn, TR-13100 Bitlis, Turkiye
[3] Canakkale 18 Mart Univ, Can Vocat Sch, TR-17400 Canakkale, Turkiye
[4] Bitlis Eren Univ, Dept Architecture, TR-13100 Bitlis, Turkiye
[5] Middle East Tech Univ, Dept Civil Engn, TR-06100 Ankara, Turkiye
来源
APPLIED SCIENCES-BASEL | 2024年 / 14卷 / 05期
关键词
Golbasi; earthquake; masonry; reinforced concrete; structural damages; liquefaction; OCTOBER; 23; TURKEY; PERFORMANCE; PARAMETERS; BUILDINGS; VAN;
D O I
10.3390/app14052165
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
On 6 February 2023, two independent earthquake pairs on the East Anatolian Fault Zone, with epicenters in Pazarcik (Mw = 7.7) and Elbistan (Mw = 7.6) districts of Kahramanmaras province, caused great destruction. Adiyaman and Golbasi districts of this city are among the settlements most affected by the earthquake. Especially in the district where geotechnical damages are most observed, the destructive effects of earthquakes have been clearly observed in buildings with different structural systems. In this study, information is given about the earthquakes that hit the region and the fault zone where the earthquakes occur. Geotechnical and structural damages occurring in the villages and center of the district were evaluated within the scope of earthquakes and structural engineering. It can be stated that damages observed in the district center are generally caused by soil-structure interaction problems. The fact that masonry structures, which are widely used in rural areas, do not benefit from any engineering services has an impact on the level of damage. The main reason for the damages occurring in the reinforced concrete structures in the district is the reinforced concrete system that is not designed properly or not built in accordance with the design. This case study demonstrated the importance of earthquake-soil-structure interactions in line with earthquake-resistant building design principles.
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页数:28
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[31]  
Korkmaz A., 2014, NEV EHIR J SCI TECHN, V3, P69
[32]   Debris Management in Turkey Provinces Affected by the 6 February 2023 Earthquakes: Challenges during Recovery and Potential Health and Environmental Risks [J].
Mavroulis, Spyridon ;
Mavrouli, Maria ;
Vassilakis, Emmanuel ;
Argyropoulos, Ioannis ;
Carydis, Panayotis ;
Lekkas, Efthymis .
APPLIED SCIENCES-BASEL, 2023, 13 (15)
[33]   Failure analysis of seven masonry churches severely damaged during the 2012 Emilia-Romagna (Italy) earthquake: Non-linear dynamic analyses vs conventional static approaches [J].
Milani, Gabriele ;
Valente, Marco .
ENGINEERING FAILURE ANALYSIS, 2015, 54 :13-56
[34]   Lesson learned after the Emilia-Romagna, Italy, 20-29 May 2012 earthquakes: A limit analysis insight on three masonry churches [J].
Milani, Gabriele .
ENGINEERING FAILURE ANALYSIS, 2013, 34 :761-778
[35]   Stress accumulation and increased seismic risk in eastern Turkey [J].
Nalbant, SS ;
McCloskey, J ;
Steacy, S ;
Barka, AA .
EARTH AND PLANETARY SCIENCE LETTERS, 2002, 195 (3-4) :291-298
[36]   Evaluations on the relation of RC building damages with structural parameters after May 19, 2011 Simav (Turkey) earthquake [J].
Ozmen, Hayri Baytan ;
Inel, Mehmet ;
Akyol, Erdal ;
Cayci, Bayram Tanik ;
Un, Hayri .
NATURAL HAZARDS, 2014, 71 (01) :63-84
[37]   School buildings performance in 7.7 Mw and 7.6 Mw catastrophic earthquakes in southeast of Turkey [J].
Ozturk, Murat ;
Arslan, Musa Hakan ;
Dogan, Gamze ;
Ecemis, Ali Serdar ;
Arslan, Hatice Derya .
JOURNAL OF BUILDING ENGINEERING, 2023, 79
[38]   Effect on RC buildings of 6 February 2023 Turkey earthquake doublets and new doctrines for seismic design [J].
Ozturk, Murat ;
Arslan, Musa Hakan ;
Korkmaz, Hasan Husnu .
ENGINEERING FAILURE ANALYSIS, 2023, 153
[39]   Paleoseismology of the Ilipinar Segment (Karliova, Bingol), The North Anatolian Fault Zone [J].
Sancar, Taylan ;
Akyuz, H. Serdar .
TURKIYE JEOLOJI BULTENI-GEOLOGICAL BULLETIN OF TURKEY, 2014, 57 (02) :35-52
[40]  
Saroglu F., 1992, ACTIVE FAULT MAP TUR