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Mexico City Basin Effects: Past, Present, and Future

机译:墨西哥城流域的影响:过去,现在和未来

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Seismic hazard in Mexico City governed by site effects. The M8.1 1985 subduction zone earthquake, which caused significant damage and loss of thousands of lives at 350 km epicentral distance, has become the quintessential example of the role that site effects can play in modifying the amplitude, frequency, and duration of ground shaking; and in aggravating the catastrophic consequences of earthquakes. We here present observations and analyses of the M7.1 September 19, 2017, event that-while triggered by an intraplate rupture at approximately half the epicentral distance of the 1985 event relative to Mexico City-caused severe structural damage to a few tens of buildings located in a relatively narrow zone between the hill and lake zones of the basin, known as the transition zone. We show that the M 7.1 mainshock exposed the vulnerabilities of the pre-1985 building code in the transition zone; but more importantly highlighted the improvement of the 1987 building code revision in terms of the performance of modem high-rise buildings that suffered catastrophic consequences during the 1985 Michoacan earthquake sequence. We next analyze several records collected at stations in the basin over the past 20 years. We highlight the importance of three-dimensional heterogeneity of the basin sediments, the coupling between hydro logical setting and site response and their evolution with time, and the energy interaction between the deep basin edge and the shallow clay layers. Results presented are the collective effort of the GEER teams that were deployed to perform post-earthquake reconnaissance in the affected regions of the epicentral area and in Mexico City after the M 7.1 September 19, 2017, earthquake sequence.
机译:墨西哥城的地震危险受场地影响控制。 1985年M8.1俯冲带地震在距震中点350公里处造成了严重的破坏和成千上万人的生命损失,已成为典型的例子,表明场地效应可以在改变地震动的幅度,频率和持续时间方面发挥作用;并加剧了地震的灾难性后果。我们在此介绍对2017年9月19日M7.1事件的观察和分析,该事件是由板内破裂引起的,相对于墨西哥城,距离1985年事件的震中距离大约为墨西哥城的一半,对数十座建筑物造成了严重的结构破坏位于盆地山丘和湖泊之间的相对狭窄的区域,称为过渡带。我们显示,M 7.1主震在过渡区暴露了1985年之前建筑法规的漏洞;但更重要的是,在1985年米却肯地震序列中遭受灾难性后果的现代高层建筑的性能方面,着重强调了1987年建筑法规的改进。接下来,我们将分析过去20年中在流域站采集的几条记录。我们强调了盆地沉积物三维非均质性的重要性,水文环境与场地响应之间的耦合及其随时间的演变以及深盆地边缘与浅层粘土层之间的能量相互作用。呈现的结果是GEER团队的共同努力,该团队在2017年9月19日M 7.1级地震序列之后,在震中地区的受影响地区和墨西哥城进行了地震后侦察。

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