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Numerical Modeling of Site Effects at San Giuliano di Puglia (Southern Italy) during the 2002 Molise Seismic Sequence

机译:2002年莫利塞地震序列期间圣朱利亚诺·迪普利亚(意大利南部)场地影响的数值模拟

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The seismic sequence that occurred in October and November 2002 in the Molise region (Southern Italy) was characterized by two M_W = 5.7 earthquakes within 24 h followed by one month long aftershocks series. The mainshocks caused substantial structural damage in the village of San Giuliano di Puglia. The damage distribution was highly non uniform. Heavy and widespread damage was observed to all buildings constructed in the recently developed part of the village, where subsoil conditions are characterized by a bowl-shaped basin filled with stiff clays, whereas in the historical center, built on an adjacent rock outcrop, many buildings showed no or light damage. Several accelerograms were recorded during the aftershocks sequence by a temporary network installed on two sites in the San Giuliano village, located on rock and soil, respectively. The geological, seismological, geotechnical, and structural relevant information of the earthquakes are presented in the first part of the paper. The second part of the paper investigates the possible role of site effects in the observed pattern of damage by one-dimensional (ID) and two-dimensional (2D) numerical site response analyses. First, the computed ground surface motio is were compared to the aftershocks recordings. It was found that ID analyses considerably underpre-dicted dynamic response while 2D modeling provided a better understanding of the amplification phenomena. Further, based on the calibration site response study performed with the aftershock records, the ground response simulation of October 31, 2002, mainshock was carried out. The results of 2D numerical analyses led to average ground surface motion characteristics consistent with the observed distribution of damage throughout the village.
机译:2002年10月和2002年11月在莫利塞地区(意大利南部)发生的地震序列的特点是,在24小时内发生了两次M_W = 5.7级地震,随后是一个月的余震系列。主震在San Giuliano di Puglia村造成了严重的结构性破坏。伤害分布高度不均匀。在该村庄的最近发展部分,所有建筑物均遭受了严重而广泛的破坏,那里的地下土壤条件是碗状盆地,里面装满了坚硬的粘土,而在历史中心,它建在相邻的岩石露头上,许多建筑物显示无损坏或轻微损坏。在余震序列中,一个临时网络记录了几个加速度图,这些临时网络分别安装在位于岩石和土壤上的San Giuliano村庄的两个地点。本文的第一部分介绍了地震的地质,地震,岩土和结构相关信息。本文的第二部分通过一维(ID)和二维(2D)数值站点响应分析研究了站点效应在观察到的破坏模式中的可能作用。首先,将计算出的地面动力与余震记录进行比较。发现ID分析大大低估了动态响应,而2D建模则可以更好地理解放大现象。此外,基于对余震记录进行的标定现场响应研究,对2002年10月31日的主震进行了地面模拟。二维数值分析的结果导致平均地面运动特征与在整个村庄中观察到的破坏分布相一致。

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