Duration Characteristics of Strong Ground Motions Recorded during the 6 February 2023 M 7.8 Pazarcık, Kahramanmaraş, Türkiye, Earthquake

A. Elsaid, K. Onder Cetin
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Abstract

The seismograms recorded at a total of 71 strong ground-motion stations (SGMS) located within 100 km of the fault rupture were used to investigate the durational variability observed during the 6 February 2023 M 7.8 Pazarcık, Kahramanmaraş, Türkiye, earthquake. More specifically, significant duration (D) and equivalent number of uniform stress cycles (N) estimated using these accelerograms were compared with the ones predicted by Cetin et al. (2021) and Davatgari-Tafreshi and Bora (2023) models, respectively. To facilitate the comparisons, residuals were estimated and presented with reference to (1) SGMS’ geographical locations; (2) recorded peak ground acceleration (PGA) intensities; (3) distance to the fault rupture, or RJB; (4) site stiffness; and (5) angular orientation of the stations relative to the fault rupture. The assessment results reveal that during the Pazarcık event the duration parameters of D5−75, D5−95, and N were recorded as 23 s, 40 s, and 25 cycles, respectively, on average. Hatay and Kahramanmaraş emerge as the metropolitan cities with the highest PGA intensities, coupled with above-the-average significant durations. A negative correlation is evident between the duration and PGA intensity levels for stations located on the Anatolian side of the rupture, particularly pronounced for the significant duration parameters. The N, D5−75, and D5−95 values appear to be unaffected by RJB distances within 10 km, after which they exhibit an increasing trend. The significant durations were evaluated to be longer at softer soil sites. As the azimuth angle θ increases, D and N were observed to increase.
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2023 年 2 月 6 日土耳其卡赫拉曼马拉什 Pazarcık 7.8 级地震期间记录到的强烈地动的持续时间特征
在 2023 年 2 月 6 日土耳其卡赫拉曼马拉什 Pazarcık 7.8 级地震中,位于断层断裂 100 公里范围内的 71 个强地震动台站(SGMS)记录的地震图被用于研究地震持续时间的变化。更具体地说,利用这些加速度图估算出的重要持续时间(D)和等效均匀应力周期数(N)分别与 Cetin 等人(2021 年)和 Davatgari-Tafreshi 和 Bora(2023 年)模型预测的数值进行了比较。为便于比较,对残差进行了估算,并参照以下因素进行了表述:(1) SGMS 的地理位置;(2) 记录的峰值地面加速度(PGA)强度;(3) 与断层破裂或 RJB 的距离;(4) 站点刚度;(5) 站点相对于断层破裂的角度方向。评估结果显示,在 Pazarcık 事件期间,D5-75、D5-95 和 N 的持续时间参数平均分别为 23 秒、40 秒和 25 个周期。哈塔伊(Hatay)和卡赫拉曼马拉什(Kahramanmaraş)是 PGA 强度最高的大城市,其显著持续时间也高于平均水平。位于断裂安纳托利亚一侧的站点的持续时间和 PGA 强度水平之间存在明显的负相关关系,尤其是显著持续时间参数。N、D5-75 和 D5-95 值在 10 千米范围内似乎不受 RJB 距离的影响,之后则呈上升趋势。据评估,在土质较软的地点,重要持续时间较长。随着方位角 θ 的增大,D 和 N 也随之增大。
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