{"title":"2023年2月Kahramanmaras地震序列近断层地面运动分析","authors":"Zhiwang Chang, Haoran Wu, Wanheng Li, Zhenxu Yan, Longqiang Peng, Ge Zhu","doi":"10.1007/s10518-025-02101-4","DOIUrl":null,"url":null,"abstract":"<div><p>The southern Türkiye and northern Syria areas were hit on February 2023 by a large earthquake with <i>M</i><sub>w</sub> = 7.8, followed by another large aftershock with <i>M</i><sub>w</sub> = 7.5. The two-earthquake sequence, coupled with a series of smaller aftershocks, caused severe structural and geotechnical damage and fatalities. The objective of this study is to investigate the characteristics of near-fault ground motions observed in the earthquake sequence. To this end, the ground motion intensity measures are firstly compared with existing models; it is shown that PGA and spectral accelerations from both the non-pulse-like and the pulse-like motions are overall captured by the Zhao et al. (Bull Seismol Soc Am 96(3):898–913, 2006, https://doi.org/10.1785/0120050122) model. Subsequently, the velocity pulses in near-fault ground motions are not only quantitatively identified, but are also parameterized using the progressive iterative approach. The identified pulses are then empirically categorized into two groups of records with different causative effects according to the criterion of whether or not non-zero displacements could be visually inspected at the end of the integrated pulse displacement traces. Pulse-like ground motions containing baseline offset are also corrected, and final permanent displacements due to fling-step effects are accordingly derived. To determine the orientations at which the strongest pulses can be observed, two different approaches are employed. It is revealed that the indirect method by seeking the orientation of the maximum PGV appears to be not reliable if it is to find the strongest pulse, at least with respect to the 2023 Türkiye earthquake sequence.</p></div>","PeriodicalId":9364,"journal":{"name":"Bulletin of Earthquake Engineering","volume":"23 4","pages":"1349 - 1369"},"PeriodicalIF":3.8000,"publicationDate":"2025-02-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Analysis of near-fault ground motions in the February 2023 Kahramanmaras, Türkiye, earthquake sequence\",\"authors\":\"Zhiwang Chang, Haoran Wu, Wanheng Li, Zhenxu Yan, Longqiang Peng, Ge Zhu\",\"doi\":\"10.1007/s10518-025-02101-4\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The southern Türkiye and northern Syria areas were hit on February 2023 by a large earthquake with <i>M</i><sub>w</sub> = 7.8, followed by another large aftershock with <i>M</i><sub>w</sub> = 7.5. The two-earthquake sequence, coupled with a series of smaller aftershocks, caused severe structural and geotechnical damage and fatalities. The objective of this study is to investigate the characteristics of near-fault ground motions observed in the earthquake sequence. To this end, the ground motion intensity measures are firstly compared with existing models; it is shown that PGA and spectral accelerations from both the non-pulse-like and the pulse-like motions are overall captured by the Zhao et al. (Bull Seismol Soc Am 96(3):898–913, 2006, https://doi.org/10.1785/0120050122) model. Subsequently, the velocity pulses in near-fault ground motions are not only quantitatively identified, but are also parameterized using the progressive iterative approach. The identified pulses are then empirically categorized into two groups of records with different causative effects according to the criterion of whether or not non-zero displacements could be visually inspected at the end of the integrated pulse displacement traces. Pulse-like ground motions containing baseline offset are also corrected, and final permanent displacements due to fling-step effects are accordingly derived. To determine the orientations at which the strongest pulses can be observed, two different approaches are employed. It is revealed that the indirect method by seeking the orientation of the maximum PGV appears to be not reliable if it is to find the strongest pulse, at least with respect to the 2023 Türkiye earthquake sequence.</p></div>\",\"PeriodicalId\":9364,\"journal\":{\"name\":\"Bulletin of Earthquake Engineering\",\"volume\":\"23 4\",\"pages\":\"1349 - 1369\"},\"PeriodicalIF\":3.8000,\"publicationDate\":\"2025-02-04\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Bulletin of Earthquake Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s10518-025-02101-4\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Earthquake Engineering","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10518-025-02101-4","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
摘要
2023年2月,叙利亚南部和叙利亚北部地区发生了7.8级大地震,随后又发生了7.5级大余震。这两次地震序列,加上一系列较小的余震,造成了严重的结构和岩土破坏和死亡。本研究的目的是探讨在地震序列中观测到的近断层地面运动的特征。为此,首先将地震动强度测量值与现有模型进行比较;Zhao et al.(地震学学报96(3):898-913,2006,https://doi.org/10.1785/0120050122)模型总体上捕获了非脉冲和脉冲运动的PGA和频谱加速度。随后,采用渐进式迭代方法对近断层地震动的速度脉冲进行了定量识别和参数化处理。然后根据是否可以在集成脉冲位移轨迹的末端目视检查非零位移的标准,经验地将识别的脉冲分为两组具有不同因果效应的记录。包含基线偏移的脉冲式地面运动也得到了修正,并由此导出了由于飞步效应引起的最终永久位移。为了确定可以观测到最强脉冲的方向,采用了两种不同的方法。结果表明,通过寻找最大PGV方向的间接方法在寻找最强脉冲时似乎不可靠,至少对于2023年 rkiye地震序列而言是如此。
Analysis of near-fault ground motions in the February 2023 Kahramanmaras, Türkiye, earthquake sequence
The southern Türkiye and northern Syria areas were hit on February 2023 by a large earthquake with Mw = 7.8, followed by another large aftershock with Mw = 7.5. The two-earthquake sequence, coupled with a series of smaller aftershocks, caused severe structural and geotechnical damage and fatalities. The objective of this study is to investigate the characteristics of near-fault ground motions observed in the earthquake sequence. To this end, the ground motion intensity measures are firstly compared with existing models; it is shown that PGA and spectral accelerations from both the non-pulse-like and the pulse-like motions are overall captured by the Zhao et al. (Bull Seismol Soc Am 96(3):898–913, 2006, https://doi.org/10.1785/0120050122) model. Subsequently, the velocity pulses in near-fault ground motions are not only quantitatively identified, but are also parameterized using the progressive iterative approach. The identified pulses are then empirically categorized into two groups of records with different causative effects according to the criterion of whether or not non-zero displacements could be visually inspected at the end of the integrated pulse displacement traces. Pulse-like ground motions containing baseline offset are also corrected, and final permanent displacements due to fling-step effects are accordingly derived. To determine the orientations at which the strongest pulses can be observed, two different approaches are employed. It is revealed that the indirect method by seeking the orientation of the maximum PGV appears to be not reliable if it is to find the strongest pulse, at least with respect to the 2023 Türkiye earthquake sequence.
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.