Seismic Performances of Masonry Educational Buildings during the 2023 Türkiye (Kahramanmaraş) Earthquakes

被引:3
作者
Isik, Ercan [1 ]
Bilgin, Hueseyin [2 ]
Avcil, Fatih [1 ]
Izol, Rabia [3 ]
Arkan, Enes [4 ]
Bueyueksarac, Aydin [5 ]
Harirchian, Ehsan [6 ]
Hysenlliu, Marjo [7 ]
机构
[1] Bitlis Eren Univ, Dept Civil Engn, TR-13100 Bitlis, Turkiye
[2] Epoka Univ, Dept Civil Engn, Tirana 1001, Albania
[3] Middle East Tech Univ, Dept Civil Engn, TR-06100 Ankara, Turkiye
[4] Bitlis Eren Univ, Dept Architecture, TR-13100 Bitlis, Turkiye
[5] Canakkale 18 Mart Univ, Vocat Sch, TR-17400 Canakkale, Turkiye
[6] Bauhaus Univ Weimar, Inst Struct Mech ISM, D-99423 Weimar, Germany
[7] Polytech Univ Tirana, Dept Civil Engn, Tirana 1001, Albania
来源
GEOHAZARDS | 2024年 / 5卷 / 03期
关键词
Kahramanmara & scedil; earthquake; masonry; school; damage; EMS-98; strengthening; POSTEARTHQUAKE DAMAGE ASSESSMENT; WALLS; PARAMETERS; CHURCHES;
D O I
10.3390/geohazards5030036
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Huge losses of life and property occurred as a result of two independent catastrophic earthquakes on 6 February 2023 in the Eastern Anatolian Fault Zone, where no significant earthquake has occurred in approximately 500 years. The earthquakes, whose epicenters were in the Pazarc & imath;k and Elbistan districts of Kahramanmara & scedil; province at 9 h intervals, had magnitudes of Mw = 7.7 and Mw = 7.6 and caused different levels of structural damage, especially in masonry-style structures in rural areas. In this study, the damage that occurred in masonry village schools, especially in rural areas, during these two earthquakes was evaluated in terms of the characteristics of the earthquake and within the scope of civil engineering, and the causes of the damage were discussed. The damage levels of the masonry schools examined were classified using the European Macroseismic Scale (EMS-98). Information about the Kahramanmara & scedil; earthquakes was given and structural analyses were carried out for a widely used reference school building. The school building block was analytically modeled, and its seismic load-bearing capacities were predicted through pushover analysis in TREMURI software. The study also includes repair and strengthening recommendations for such structures.
引用
收藏
页码:700 / 731
页数:32
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