Seismic performance of retrofitted and non-retrofitted RC school buildings after the February 6th, 2023, Kahramanmaraş earthquakes

IF 3.8 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL Bulletin of Earthquake Engineering Pub Date : 2024-08-01 DOI:10.1007/s10518-024-01941-w
Taha Yasin Altıok, Mehmet Şevik, Ali Demir
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Abstract

On February 6, 2023, two significant earthquakes struck Pazarcık and Elbistan/Kahramanmaraş with magnitudes of 7.7 and 7.6, respectively. These earthquakes are considered the most devastating disaster in Turkey in the last century. According to official records, these earthquakes affected 11 provinces, resulting in the loss of more than 50,000 lives. Additionally, numerous buildings collapsed or became unusable due to the impact of the earthquakes and the schools constitute an important part of these structures. The schools are important facilities that need to be functional and safe following an earthquake. This study contains both post-earthquake field observations and numerical studies for the retrofitted and non-retrofitted schools. It investigates the retrofitted and non-retrofitted conditions of a total of 7 blocks, which consist of 4 different schools located in Kahramanmaraş. It is observed that the retrofitted school buildings weren’t damaged after these earthquakes. The numerical models underwent nonlinear time history analyses using the ETABS program. The ground accelerations used in the analyses were obtained from the nearest station to the school buildings. The analyses yielded several results, including the natural periods, story displacements, story drifts, and seismic energy inputs of the structures. These results were then compared with the field observations to assess their accuracy and validity. With the retrofit application, story displacements, the interstory drifts and seismic energy input have decreased. Both field studies and numerical analyses have shown that even school buildings with insufficient material and engineering services can become resistant to major earthquakes with an appropriate retrofit method.

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2023 年 2 月 6 日 Kahramanmaraş 地震后加固和未加固 RC 学校建筑的抗震性能
2023 年 2 月 6 日,帕扎克克(Pazarcık)和埃尔比斯坦/卡赫拉曼马拉什(Elbistan/Kahramanmaraş)发生了两次强烈地震,震级分别为 7.7 级和 7.6 级。这些地震被认为是上个世纪土耳其破坏性最大的灾难。根据官方记录,这些地震影响了 11 个省,造成 50 000 多人丧生。此外,由于地震的影响,许多建筑物倒塌或无法使用,而学校是这些建筑物的重要组成部分。学校是重要的设施,地震后需要保证其功能和安全。本研究包含对改建和未改建学校的震后实地观测和数值研究。研究调查了位于卡赫拉曼马拉什的 4 所不同学校共 7 个校区的改建和未改建情况。结果表明,经过改造的校舍在地震后没有受到损坏。使用 ETABS 程序对数值模型进行了非线性时间历程分析。分析中使用的地面加速度是从距离校舍最近的地震站获得的。分析得出了多项结果,包括结构的自然周期、楼层位移、楼层漂移和地震能量输入。然后将这些结果与现场观测结果进行比较,以评估其准确性和有效性。经过改造后,层间位移、层间漂移和地震能量输入都有所减少。现场研究和数值分析表明,即使是材料和工程服务不足的校舍,通过适当的改造方法也能抵抗大地震。
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来源期刊
Bulletin of Earthquake Engineering
Bulletin of Earthquake Engineering 工程技术-地球科学综合
CiteScore
8.90
自引率
19.60%
发文量
263
审稿时长
7.5 months
期刊介绍: Bulletin of Earthquake Engineering presents original, peer-reviewed papers on research related to the broad spectrum of earthquake engineering. The journal offers a forum for presentation and discussion of such matters as European damaging earthquakes, new developments in earthquake regulations, and national policies applied after major seismic events, including strengthening of existing buildings. Coverage includes seismic hazard studies and methods for mitigation of risk; earthquake source mechanism and strong motion characterization and their use for engineering applications; geological and geotechnical site conditions under earthquake excitations; cyclic behavior of soils; analysis and design of earth structures and foundations under seismic conditions; zonation and microzonation methodologies; earthquake scenarios and vulnerability assessments; earthquake codes and improvements, and much more. This is the Official Publication of the European Association for Earthquake Engineering.
期刊最新文献
Towards seismic risk reduction of critical facilities combining earthquake early warning and structural monitoring: a demonstration study Seismic evaluation and comparison of ground motion characteristics in Kahramanmaras and Hatay provinces following the 2023 Pazarcik-Elbistan Earthquake sequences Using image-based inspection data to improve response predictions of earthquake-damaged unreinforced masonry buildings Experimental cyclic testing of masonry pier-spandrel substructures reinforced with engineered cementitious composites overlay Influence of opening shape, size and position on the ultimate strength, stiffness and energy dissipation of confined brick masonry walls
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