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首页> 外文期刊>Geofisica internacional >Estimation of ground motion in Xalapa, Veracruz, Mexico during the 1920 (M~6.4) crustal earthquake, and some significant intraslab earthquakes of the last century
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Estimation of ground motion in Xalapa, Veracruz, Mexico during the 1920 (M~6.4) crustal earthquake, and some significant intraslab earthquakes of the last century

机译:估计1920年(M〜6.4)地壳地震以及上世纪一些重大板内地震期间墨西哥韦拉克鲁斯哈拉帕的地震动

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Ground motions in Xalapa, Veracruz, Mexico, during the earthquake of January 4, 1920 (M~6.4), and three significant intraslab earthquakes (Mw7.0) of the last century were estimated. These events are reasonable scenario earthquakes for Xalapa. Towards this goal, portable broadband seismographs at nine sites in the city and an additional one at a reference hard site outside the city were deployed. Peak ground acceleration (Amax) and peak ground velocity (Amax) in Xalapa were estimated based on Brune ω-2 source model and the site effect, obtained from earthquake recordings by using the standard spectral ratio (SSR) technique, and the application of a stochastic method. During the 1920 Xalapa earthquake the estimated Amax values corresponding to a stress drop, Δσ, of 50 bar are between 100 and 250 cm/s2, except at two sites where the site effect is very large and Amax values reach 300 and 600 cm/s2. Estimated Vmax values are between 10 and 20 cm/s, except at the site with the largest site effect where it is ~ 40 cm/s. Δσ of 30 and 100 bar produce about half and twice of these peak values, respectively. The main uncertainty in the present estimations is due the Δσ value, because although a range of 30 to 100 bar for crustal earthquakes in the Trans-Mexican Volcanic Belt (in which Xalapa is located) seems reasonable, it is not constrained by the data. The mean stress drop for intraslab events, ~ 300 bar, is better constrained from previous studies. A median Amax of ~ 30 cm/s2 and a median Vmax of 4 cm/s in Xalapa during the 1973 (Orizaba) and 1999 (Tehuacán) earthquakes was estimated; the corresponding values during the 1980 (Huajuapan) earthquake are ~ 10 cm/s2 and 2 cm/s. The uncertainty in the estimation is probably within a factor of 2 to 3.The ground motion prediction equations developed from data in the forearc region with less attenuation (than the backarc region) and recorded at hard sites appear to work reasonably well for Xalapa sites, which lie in the back arc. This observation suggests that the seismic waves from intraslab earthquakes, traveling through the mantle wedge before arriving Xalapa, suffer relatively large attenuation. However, these waves get amplified due to local site effects. It seems that in Xalapa these two effects, roughly, balance each other.
机译:估计了1920年1月4日地震(M〜6.4)期间墨西哥韦拉克鲁斯州Xalapa的地震动以及上个世纪的3次重大板内地震(Mw7.0)。这些事件对于哈拉帕来说是合理的情景地震。为了实现这一目标,在该市的9个地点部署了便携式宽带地震仪,并在该市以外的参考硬地点部署了另外一个。根据Bruneω-2震源模型和场地效应(通过使用标准谱比(SSR)技术从地震记录中获得)并估算出哈拉帕的峰值地面加速度(Amax)和峰值地面速度(Amax),随机方法。在1920年的哈拉帕地震中,对应于50 bar应力下降Δσ的估计Amax值在100和250 cm / s2之间,但在两个站点的位置影响非常大且Amax值分别达到300和600 cm / s2的地方。估计的Vmax值在10到20 cm / s之间,除了在最大站点效应为〜40 cm / s的位置之外。 30 bar和100 bar的Δσ分别产生这些峰值的一半和两倍。本估算的主要不确定性是由于Δσ值所致,因为尽管跨墨西哥火山带(哈拉帕所在的地区)的地壳地震的范围在30至100巴之间似乎是合理的,但不受数据限制。平板内事件的平均应力降约为300 bar,这比以前的研究更好地加以约束。估计在1973年(Orizaba)和1999年(Tehuacán)地震中,哈拉帕的平均Amax约为30 cm / s2,平均Vmax约为4 cm / s;在1980年的华阿瓜潘地震中,相应的值为〜10 cm / s2和2 cm / s。估算中的不确定性可能在2到3的范围内。根据前臂区域中的数据(衰减程度小于后弧区域)开发并记录在硬地上的地面运动预测方程对于Xalapa地点似乎工作得相当好,在后面的弧线上该观察结果表明,来自板内地震的地震波在到达哈拉帕之前穿过地幔楔传播,衰减较大。但是,这些波由于局部位点效应而被放大。似乎在哈拉帕,这两种作用大致平衡。

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