Seismic evaluation and comparison of ground motion characteristics in Kahramanmaras and Hatay provinces following the 2023 Pazarcik-Elbistan Earthquake sequences

IF 3.8 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL Bulletin of Earthquake Engineering Pub Date : 2024-10-22 DOI:10.1007/s10518-024-02024-6
Elif Toplu, Dua Kayatürk, Şeymanur Arslan
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Abstract

This study analyzes the Pazarcik and Elbistan earthquakes, which occurred on February 6, 2023 and are among the most destructive seismic events of the 21st century. Since the greatest damage was seen in Hatay in these earthquakes centered in Kahramanmaras, the study aims to contribute to the field of earthquake engineering by evaluating the seismic data obtained from these regions. In the first part of the analysis, peak ground accelerations (PGA) recorded at the stations in Kahramanmaras and Hatay were examined and these data were compared with the DD1 (maximum considered earthquake) and DD2 (design basis earthquake) design levels of the Turkish Building Earthquake Code (TBEC 2018). In addition, the effects of ground properties and proximity of faults on seismic records obtained from various stations were evaluated by examining the PGA distribution spatially. The impacts of factors such as the near-fault effect, directivity effect, ground amplification effect and impulse-like motions were determined by examining the peak ground accelations, peak ground velocities, peak ground displacements and spectral accelerations. The study uses NGA-West2 Ground Motion Prediction Equations (GMPEs) to evaluate peak ground accelerations in stiff soil and to consider impulse and directivity effects. In addition, the applicability of USGS Vs30 maps in Turkiye is evaluated by comparing with AFAD data. These comprehensive analysis provide critical insights from a structural safety perspective on how seismic characteristics change with ground properties and proximity to earthquake sources.

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2023 年帕扎尔西克-埃尔比斯坦地震序列之后卡赫拉曼马拉什省和哈塔伊省的地震评估和地动特征比较
本研究分析了 2023 年 2 月 6 日发生的 Pazarcik 和 Elbistan 地震,它们是 21 世纪破坏性最大的地震事件之一。在以卡赫拉曼马拉什为中心的地震中,哈塔伊省遭受的破坏最大,因此本研究旨在通过评估从这些地区获得的地震数据,为地震工程领域做出贡献。在分析的第一部分,研究人员检查了卡赫拉曼马拉什和哈塔伊台站记录的峰值地面加速度(PGA),并将这些数据与《土耳其建筑抗震规范》(TBEC 2018)的 DD1(最大考虑地震)和 DD2(设计基准地震)设计等级进行了比较。此外,通过研究 PGA 的空间分布,评估了地层属性和断层邻近性对从不同台站获得的地震记录的影响。通过检查峰值地面加速度、峰值地面速度、峰值地面位移和频谱加速度,确定了近断层效应、指向性效应、地面放大效应和脉冲样运动等因素的影响。该研究使用 NGA-West2 地震动预测方程(GMPE)来评估硬土中的峰值地加速度,并考虑脉冲和指向性效应。此外,通过与 AFAD 数据进行比较,评估了 USGS Vs30 地图在土耳其的适用性。这些综合分析从结构安全的角度提供了重要的见解,说明地震特征是如何随着地层性质和距离震源的远近而变化的。
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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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