Semi-empirical estimation of the Zagreb ML 5.5 earthquake (2020) ground motion amplification by 1D equivalent linear site response analysis

IF 0.9 4区 地球科学 Q4 GEOCHEMISTRY & GEOPHYSICS
Geofizika Pub Date : 2022-01-24 DOI:10.15233/gfz.2021.38.9
Jakov Stanislav Uglešić, S. Markušić, B. Padovan, D. Stanko
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引用次数: 1

Abstract

The 22 March 2020 Zagreb ML 5.5 earthquake ground shaking resulted in damage to buildings and infrastructure. The most affected buildings were older and cultural heritage buildings (built before 1963) in the old city centre with significant damage extent in the epicentral zone (southeastern foothills of Medvednica Mt.). This study presents site response analysis on the realistic site profiles from the epicentre towards the accelerometric stations QUHS and QARH and comparison with strong motion data recorded during the Zagreb 2020 earthquake. Semi-empirical estimation of the ground motion amplification (i.e., peak ground acceleration at surface) showed that modelled and recorded values are comparable. Moreover, we present 2D model of peak ground acceleration at surface (PGAsurf ) variation for the superimposed site profile from the epicentre towards two accelerometric stations. Ground motion amplification for the Zagreb ML 5.5 earthquake scenario showed that PGAsurf is larger by a factor of 2 than the bedrock value (approx. 0.35 g in the epicentre and 0.20 g on the 12 km distant accelerometric station). This study is a contribution to better understanding of the Zagreb ML 5.5 earthquake effects and significance of local site effects in the damage extent, something that combined with older and heritage buildings resulted in high economic consequences. Therefore, it is important that site-specific ground motion simulation and seismic microzonation of the Zagreb continues with installation of an accelerometric array. This is very important for earthquake retrofitting and resilience of the low, mid- and high-rise buildings with particular care of cultural and historical buildings as well for the further urban planning.
通过1D等效线性场地反应分析对萨格勒布ML 5.5地震(2020)地震动放大的半经验估计
2020年3月22日萨格勒布ML 5.5地震造成建筑物和基础设施受损。受影响最严重的建筑是位于老城区中心的老建筑和文化遗产建筑(建于1963年之前),震中地带(梅德维德尼察山东南山麓)受损程度严重。本研究对从震中到加速度计站QUHS和QARH的实际站点剖面进行了现场响应分析,并与萨格勒布2020年地震期间记录的强震数据进行了比较。对地面运动放大(即地面加速度峰值)的半经验估计表明,模拟值和记录值具有可比性。此外,我们提出了从震中到两个加速度测量站叠加的场地剖面的地面峰值加速度变化的二维模型(PGAsurf)。萨格勒布ML 5.5地震情景的地震动放大表明,PGAsurf比基岩值大2倍(约为2倍)。震中0.35 g, 12公里外的加速度测量站0.20 g)。这项研究有助于更好地了解萨格勒布ML 5.5地震的影响,以及当地遗址影响在破坏程度上的重要性,这些影响与旧建筑和遗产建筑相结合,导致了很高的经济后果。因此,通过安装加速度计阵列继续进行特定地点的地面运动模拟和萨格勒布的地震微分区是很重要的。这对低、中、高层建筑的抗震改造和抗震性非常重要,特别是对文化和历史建筑以及进一步的城市规划。
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来源期刊
Geofizika
Geofizika 地学-地球化学与地球物理
CiteScore
1.60
自引率
0.00%
发文量
17
审稿时长
>12 weeks
期刊介绍: The Geofizika journal succeeds the Papers series (Radovi), which has been published since 1923 at the Geophysical Institute in Zagreb (current the Department of Geophysics, Faculty of Science, University of Zagreb). Geofizika publishes contributions dealing with physics of the atmosphere, the sea and the Earth''s interior.
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