The 2023 Turkey–Syria Earthquake Sequence: Ground-Motion and Local Site-Effect Analyses for Kahramanmaras City

IF 1.8 4区 工程技术 Q3 ENGINEERING, CIVIL International Journal of Civil Engineering Pub Date : 2023-12-05 DOI:10.1007/s40999-023-00917-2
Ali Lashgari, Mohammad Reza Soghrat, Yaser Jafarian, Hamid Zafarani
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Abstract

This study investigates the ground-motion analysis and local site effects in Kahramanmaras city during the 6 Feb 2023 Turkey–Syria earthquake sequence. The damage distribution was non-uniform, concentrated in an area with 8–10-story buildings on alluvial soil. Comparison between the recorded data and several ground-motion models examined in this study indicates that ground-motion models predict the spectral accelerations around 3 times less than what observed during the first event. Site response analyses are carried out for three sequential earthquakes with magnitudes greater than 6.5 occurred on 6th of February 2023. Deconvolution analysis shows that the peak ground acceleration of bedrock motions correlates with distance: 0.1 g farthest, 0.3 g nearest, and ~ 0.2 g intermediary stations in Kahramanmaras city. The results of convolution analysis indicate that the ground surface spectral acceleration of the first event is the dominant spectra compared to the second and third events for periods less than 4 s. The results of site response analysis show that the 10-story buildings tolerated a spectral acceleration upto 0.85 g which is ~ 1.8 times greater than what is recommended by the available national design spectrum (i.e., the 2007 Turkey seismic design code). This means that the recorded motions in Kahramanmaras city have return periods larger than the 475 years of the Turkish seismic design code.

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2023 年土耳其-叙利亚地震序列:卡赫拉曼马拉什市地动和局部场地效应分析
本研究调查了 2023 年 2 月 6 日土耳其-叙利亚地震序列期间卡赫拉曼马拉什市的地动分析和局部场地效应。地震造成的破坏分布不均匀,主要集中在冲积土上有 8-10 层建筑的区域。本研究将记录的数据与几种地动模型进行了比较,结果表明,地动模型预测的频谱加速度比第一次地震中观测到的加速度小 3 倍左右。对 2023 年 2 月 6 日发生的三次震级大于 6.5 的连续地震进行了场地响应分析。解卷积分析表明,基岩运动的峰值地面加速度与距离有关:卡赫拉曼马拉什市最远 0.1 克,最近 0.3 克,中间站约 0.2 克。卷积分析的结果表明,与周期小于 4 秒的第二和第三个事件相比,第一个事件的地表频谱加速度是主要频谱。场地响应分析的结果表明,10 层楼高的建筑物可承受的频谱加速度高达 0.85 g,是现有国家设计频谱(即 2007 年土耳其地震设计规范)建议值的约 1.8 倍。这意味着卡赫拉曼马拉什市记录到的地震运动的重现期大于土耳其地震设计规范中规定的 475 年。
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来源期刊
CiteScore
3.90
自引率
5.90%
发文量
83
审稿时长
15 months
期刊介绍: International Journal of Civil Engineering, The official publication of Iranian Society of Civil Engineering and Iran University of Science and Technology is devoted to original and interdisciplinary, peer-reviewed papers on research related to the broad spectrum of civil engineering with similar emphasis on all topics.The journal provides a forum for the International Civil Engineering Community to present and discuss matters of major interest e.g. new developments in civil regulations, The topics are included but are not necessarily restricted to :- Structures- Geotechnics- Transportation- Environment- Earthquakes- Water Resources- Construction Engineering and Management, and New Materials.
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