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Characteristics of the strong ground motions from the 6 April 2009 L'Aquila earthquake, Italy

机译:2009年4月6日意大利拉奎拉大地震的强烈地震动特征

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An M_w 6.25 earthquake occurred on April 6, 2009 at 03:33 a.m. local time, in the Abruzzo region (Central Italy), close to the city of L'Aquila. The earthquake ruptured a North-West (NW)-South-East (SE) oriented normal fault dipping toward the South-West (SW), with the city of L'Aquila lying a few kilometers away on the hanging wall.The main shock has been recorded by fifty-eight accelerometric stations: the highest number of digital recordings ever obtained in Italy for a single earthquake, one of the best-recorded earthquakes with a normal fault mechanism. Very high values of peak ground acceleration (0.3-0.65 g) were observed close to the center of L'Aquila (6 stations at zero JB distance from the fault). The earthquake caused severe loss of lives (299 victims and 1500 injured) and damage (about 18000 unusable buildings) in the epicentral area.In this study we analyze the ground motion characteristics of both the main shock in terms of peak ground acceleration (PGA), peak ground velocity (PGV), and pseudo-acceleration response spectra (5% of damping ratio). In particular, we compare the pseudo-acceleration response spectra for horizontal directions with the EC8 design spectrum and the new Italian building code (NTC08). In order to understand the characteristics of the ground motions induced by L'Aquila earthquake, we also study the source-related effects and site response of the strong motion stations that recorded the seismic sequence. A novel method is used for the analysis of inter-station and site-specific H/V spectral ratios for the main event and for 12 aftershocks.
机译:2009年4月6日当地时间凌晨03:33,在拉布鲁亚(L'Aquila)市附近的阿布鲁佐(Abruzzo)地区发生了6.25级M_w地震。地震使西北(NW)-东南(SE)定向断层向西南(SW)倾斜,拉奎拉市(L'Aquila)躺在悬壁上几公里之外。已被58个加速度计记录下来:在一次地震中,这是意大利有史以来获得的最高数字记录,这是使用正常断层机制记录得最好的地震之一。在拉奎拉(L'Aquila)中心附近(离断层零JB距离的6个站点)观察到非常高的峰值地面加速度(0.3-0.65 g)。地震在震中地区造成严重的人员伤亡(299名受害者和1500名受伤)和破坏(约18000座无法使用的建筑物)。在本研究中,我们根据峰值地面加速度(PGA)分析了两种主要冲击的地面运动特征。 ,峰值地面速度(PGV)和伪加速度响应谱(阻尼比的5%)。特别是,我们将水平方向的伪加速度响应频谱与EC8设计频谱和新的意大利建筑法规(NTC08)进行了比较。为了了解拉奎拉地震引起的地震动的特征,我们还研究了记录地震序列的强运动台站的源相关效应和场地响应。一种新方法用于分析主要事件和12次余震的站点间和站点特定的H / V频谱比。

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