Multidisciplinary reconnaissance investigation covering structural, geotechnical, and architectural based damage to mid-rise residential buildings following the February 6th, 2023 Kahramanmaras,, Türkiye earthquake doublets (Mw 7.8, Mw 7.6)

被引:4
|
作者
Celik, Oguz C. [1 ]
Ulker, Mehmet Baris Can [2 ,3 ]
Gocer, Caner [4 ]
Guntepe, Sinem [1 ]
Koz, Oguz [1 ]
Eyupgiller, Mustafa Mert [2 ]
Aksu, Mert [2 ]
Yaz, Ali [5 ]
机构
[1] Istanbul Tech Univ ITU, Fac Architecture, Struct & Earthquake Engn Unit, TR-34437 Istanbul, Turkiye
[2] ITU Disaster Management Inst, Earthquake Engn Program, Sariyer 34469, Istanbul, Turkiye
[3] North Carolina State Univ, Dept Civil Construct & Environm Engn, Raleigh, NC 27606 USA
[4] ITU, Fac Architecture, Dept Architecture, Taksim, Istanbul, Turkiye
[5] ITU, Fac Civil Engn, TR-34469 Sariyer, Istanbul, Turkiye
关键词
Kahramanmaras; earthquakes; Geotechnical observations; Liquefaction; Reconnaissance study; Reinforced concrete residential buildings; Settlement; Structural and architectural damage; KOCAELI TURKEY EARTHQUAKE; AUGUST; 17; PERFORMANCE;
D O I
10.1016/j.soildyn.2024.108738
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Kahramanmaras, and its surroundings were devastated with major earthquake doublets of Mw = 7.8 Pazarc & imath;k and Mw = 7.6 Elbistan/Ekino<spacing diaeresis>z & uuml; on February 6th, 2023. While a wide scatter of reinforced concrete (RC) structures experienced damage, mid-rise residential buildings constitute a large bulk with heavy damage or total collapse. Among many reasons, poor concrete strength and brittle fracture of rebars along with liquefaction-caused soil deformations contributed to building damage. This paper investigates structural, geotechnical, and architectural conditions of mid-rise RC residential buildings with heavy damage. The geotechnical component includes the investigation of liquefaction-caused settlement and subsidence of loose foundation soils. Architectural reconnaissance suggests that commonly encountered design mistakes observed in past earthquakes were repeated. Field investigation concludes that loose saturated silty and sandy soils exhibit liquefaction leading to permanent damage on the mid-rise buildings while tunnel-form code-designed RC buildings with seven-to-ten stories performed well.
引用
收藏
页数:24
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