{"title":"调查伊斯坦布尔 Büyükçekmece 区地震灾害分析的特定场地参数:实地研究和 HVSR 分析","authors":"Hakan Süleyman, Eser Çaktı, Emrullah Dar","doi":"10.1007/s10518-025-02129-6","DOIUrl":null,"url":null,"abstract":"<div><p>The Büyükçekmece district of Istanbul, situated in a region near North Anatolian Fault, faces significant earthquake risk. This study aims to enhance our understanding of seismic hazards in Büyükçekmece by investigating site-specific parameters. We conducted a comprehensive field study involving seismic ambient vibration measurements at 56 selected locations. The horizontal-to-vertical spectral ratio (HVSR) method was employed to analyze the recorded data, and to obtain fundamental frequencies and approximate bedrock depths. These parameters offer insights into the local soil conditions and site amplification characteristics. The findings of this study reveal that the region exhibits intermediate to strong site amplification due to the contrast between alluvial deposits and Paleozoic bedrock. Peak frequencies ranged from 1.4 to 2 Hz, with amplification factors typically ranging from 1.5 to 2. Bedrock depths varied from 73 to 108 m, and average shear wave velocities to bedrock (V<sub>Z</sub>) showed minimal variation (576 to 608 m/s). Correlations between fundamental frequencies (f<sub>0</sub>) and V<sub>S,30</sub> values demonstrate the influence of soil properties on ground motion amplification. This study contributes crucial information for seismic hazard assessment and risk reduction in Büyükçekmece. The results provide valuable input for ground motion simulations and facilitate more accurate earthquake impact predictions. Understanding site-specific characteristics is crucial for improving the resilience of earthquake-prone regions such as Büyükçekmece, Istanbul. Overall, this research stresses the significance of site-specific investigations in improving our understanding of seismic hazard and risk.</p></div>","PeriodicalId":9364,"journal":{"name":"Bulletin of Earthquake Engineering","volume":"23 6","pages":"2515 - 2536"},"PeriodicalIF":3.8000,"publicationDate":"2025-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Investigating site-specific parameters for seismic hazard analysis in Büyükçekmece district of Istanbul: field study and HVSR analysis\",\"authors\":\"Hakan Süleyman, Eser Çaktı, Emrullah Dar\",\"doi\":\"10.1007/s10518-025-02129-6\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The Büyükçekmece district of Istanbul, situated in a region near North Anatolian Fault, faces significant earthquake risk. This study aims to enhance our understanding of seismic hazards in Büyükçekmece by investigating site-specific parameters. We conducted a comprehensive field study involving seismic ambient vibration measurements at 56 selected locations. The horizontal-to-vertical spectral ratio (HVSR) method was employed to analyze the recorded data, and to obtain fundamental frequencies and approximate bedrock depths. These parameters offer insights into the local soil conditions and site amplification characteristics. The findings of this study reveal that the region exhibits intermediate to strong site amplification due to the contrast between alluvial deposits and Paleozoic bedrock. Peak frequencies ranged from 1.4 to 2 Hz, with amplification factors typically ranging from 1.5 to 2. Bedrock depths varied from 73 to 108 m, and average shear wave velocities to bedrock (V<sub>Z</sub>) showed minimal variation (576 to 608 m/s). Correlations between fundamental frequencies (f<sub>0</sub>) and V<sub>S,30</sub> values demonstrate the influence of soil properties on ground motion amplification. This study contributes crucial information for seismic hazard assessment and risk reduction in Büyükçekmece. The results provide valuable input for ground motion simulations and facilitate more accurate earthquake impact predictions. Understanding site-specific characteristics is crucial for improving the resilience of earthquake-prone regions such as Büyükçekmece, Istanbul. Overall, this research stresses the significance of site-specific investigations in improving our understanding of seismic hazard and risk.</p></div>\",\"PeriodicalId\":9364,\"journal\":{\"name\":\"Bulletin of Earthquake Engineering\",\"volume\":\"23 6\",\"pages\":\"2515 - 2536\"},\"PeriodicalIF\":3.8000,\"publicationDate\":\"2025-04-01\",\"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/s10518-025-02129-6\",\"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/s10518-025-02129-6","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
伊斯坦布尔的b yy kekmece地区位于北安那托利亚断层附近,面临着重大的地震风险。本研究的目的是通过调查场地特定参数,提高我们对 ekmece地区地震危险性的认识。我们在56个选定的地点进行了全面的现场研究,包括地震环境振动测量。采用水平-垂直谱比(HVSR)方法对记录数据进行分析,得到基频和近似基岩深度。这些参数提供了对当地土壤条件和场地放大特性的见解。研究结果表明,由于冲积矿床与古生代基岩的对比,该地区表现出中等至强烈的场地放大。峰值频率范围为1.4至2hz,放大系数通常为1.5至2。基岩深度在73 ~ 108 m之间,基岩平均横波速度(VZ)变化最小(576 ~ 608 m/s)。基频(f0)与VS,30值之间的相关性表明土壤性质对地震动放大的影响。本研究为 yy k ekmece地震灾害评估和减灾提供了重要信息。结果为地面运动模拟提供了有价值的输入,并促进了更准确的地震影响预测。了解特定地点的特征对于提高地震易发地区的恢复能力至关重要,例如伊斯坦布尔的b y k ekmece。总的来说,本研究强调了具体地点调查在提高我们对地震危害和风险的理解方面的重要性。
Investigating site-specific parameters for seismic hazard analysis in Büyükçekmece district of Istanbul: field study and HVSR analysis
The Büyükçekmece district of Istanbul, situated in a region near North Anatolian Fault, faces significant earthquake risk. This study aims to enhance our understanding of seismic hazards in Büyükçekmece by investigating site-specific parameters. We conducted a comprehensive field study involving seismic ambient vibration measurements at 56 selected locations. The horizontal-to-vertical spectral ratio (HVSR) method was employed to analyze the recorded data, and to obtain fundamental frequencies and approximate bedrock depths. These parameters offer insights into the local soil conditions and site amplification characteristics. The findings of this study reveal that the region exhibits intermediate to strong site amplification due to the contrast between alluvial deposits and Paleozoic bedrock. Peak frequencies ranged from 1.4 to 2 Hz, with amplification factors typically ranging from 1.5 to 2. Bedrock depths varied from 73 to 108 m, and average shear wave velocities to bedrock (VZ) showed minimal variation (576 to 608 m/s). Correlations between fundamental frequencies (f0) and VS,30 values demonstrate the influence of soil properties on ground motion amplification. This study contributes crucial information for seismic hazard assessment and risk reduction in Büyükçekmece. The results provide valuable input for ground motion simulations and facilitate more accurate earthquake impact predictions. Understanding site-specific characteristics is crucial for improving the resilience of earthquake-prone regions such as Büyükçekmece, Istanbul. Overall, this research stresses the significance of site-specific investigations in improving our understanding of seismic hazard and risk.
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.