Structural damages during the February 06, 2023 Kahramanmaraş Earthquakes in Turkey

IF 4.6 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Soil Dynamics and Earthquake Engineering Pub Date : 2025-01-29 DOI:10.1016/j.soildyn.2025.109214
Tuba Gurbuz , Abdullah Cengiz
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Abstract

On February 6, 2023, two very destructive earthquakes by 9 h apart, Mw 7.8 Pazarcık and Mw 7.7 Elbistan (Kahramanmaraş Earthquakes), struck southeastern Turkey, causing more than 50 thousand loss of lives, 40 thousand collapsed and more than half a million damaged buildings. Our research team conducted a site investigation at the earthquake-hit area and this paper presents common structural damages observed at site. Seismological characteristics of the earthquakes was presented and spectral accelerations formed by using strong ground motion records were shared with design spectrums by Turkish Seismic Design Code 2018 (TSDC2018). In certain locations, response acceleration spectra of the ground motion exceeded elastic design spectrum values in the current TSDC2018 (sometimes exceeded maximum earthquake level DD1). Some new buildings designed in accordance with TSDC2018 were hit by a greater seismic load and heavily damaged/collapsed during Kahramanmaraş Earthquakes. However, most of new structures, which were designed and constructed to ensure high ductility and owing to their existing reserve capacities, were able to survive the earthquakes and prevented loss of lives even though, many of them were heavily damaged. Nonlinear time history analysis was conducted to determine seismic performance of six storey buildings, which were designed by TSDC2018 considering both design (DD2) and maximum (DD1) earthquake levels, with return periods of 475 and 2475 years. A construction cost comparison was also conducted for RC buildings, which were designed by two (DD2, DD1) earthquake levels, respectively. As a result of the conclusions made throughout the study, the current seismic design procedure for regular RC buildings located in high risk seismic regions should be reevaluated to enhance their seismic resilience.
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2023年2月6日土耳其kahramanmaraku地震中的结构损坏
2023年2月6日,相距9小时的两次极具破坏性的地震,里氏7.8级Pazarcık和里氏7.7级Elbistan (kahramanmaraku地震)袭击了土耳其东南部,造成5万多人丧生,4万多人倒塌,50多万幢建筑受损。本课题组对地震灾区进行了现场调查,介绍了现场观察到的常见结构损伤。介绍了地震的地震学特征,并根据土耳其地震设计规范2018 (TSDC2018),使用强地震动记录形成的频谱加速度与设计频谱共享。在某些地区,地震动的响应加速度谱超出了现行TSDC2018的弹性设计谱值(有时超过了最大地震级别DD1)。根据TSDC2018设计的一些新建筑在kahramanmaraku地震期间遭受了更大的地震载荷并严重受损/倒塌。然而,大多数新结构的设计和建造是为了确保高延展性,并且由于其现有的储备能力,能够在地震中幸存下来,防止了生命的损失,尽管其中许多受到严重破坏。对TSDC2018设计的六层建筑进行非线性时程分析,同时考虑设计(DD2)和最大(DD1)地震级别,回归周期分别为475年和2475年。并对分别按两个(DD2、DD1)地震等级设计的钢筋混凝土建筑进行了造价比较。根据整个研究得出的结论,应重新评估位于地震高风区的普通钢筋混凝土建筑的现行抗震设计程序,以提高其抗震弹性。
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来源期刊
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
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