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The September 19, 2017 M_w 7.1 Puebla-Mexico city earthquake: Important findings from the field - Overview of Special Edition

机译:2017年9月19日M_w 7.1普埃布拉-墨西哥城市地震:现场重要发现-特别版概述

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The September 19th, 2017 Mw 7.1 Puebla-Mexico City earthquake lead to strong ground shaking in the densely populated Mexico City basin, and surrounding country areas in central Mexico. As a result, 38 mid-rise buildings collapsed and several hundred more were damaged in Mexico City, and extensive damage was observed in the states of Puebla and Morelos. This special edition synthesizes observations related to structural and foundation performance, and the corresponding damage patterns, carried out by two UNAM-GEER engineering reconnaissance teams sent to investigate the geotechnical earthquake engineering aspects of this event. Articles were solicited of researchers that were in the field that investigated: the characteristics of the event, the demand and damage distribution across Mexico City and surrounding regions, the seismic performance of buildings, lifelines, and other critical infrastructure, considering the site response and soil-structure interaction effects in the observed damage distribution. Special attention was paid to the impact of regional ground subsidence, in the seismic-soil structure interaction exhibited by the affected building. Advanced non-intrusive survey methods were used to map damage patterns in a regional level. Comparisons were made between the observed building damage patterns following the September 19th, 1985 Michoacan earthquake, and the 2017 Puebla-Mexico City earthquake, and the distinct differences in the damage distribution between the two earthquakes were revised. Overall, building and foundation performance were observed to be quite good during the 2017 event, especially when compared to the 1985 event. Structures that were observed to be heavily damaged or collapsed were all built prior to 1985, and incorporated poor structural design and/or construction, which resonated with the soil column on which they were constructed, and/or were built upon very soft soils that contributed to significant foundation deformations. Detailed building damage pattern maps of specific neighborhoods that were investigated are provided, and lessons learned from this event are summarized in each research paper include in this special issue.
机译:2017年9月19日,墨西哥普埃布拉7.1级地震在人口稠密的墨西哥城盆地及墨西哥中部周边乡村地区引起强烈地面震动。结果,在墨西哥城,有38座中层建筑倒塌,数百人受损,在普埃布拉州和莫雷洛斯州观察到大面积损坏。该特别版综合了由两个UNAM-GEER工程勘察小组进行的,与结构和地基性能以及相应的破坏模式有关的观察结果,以调查该事件的岩土地震工程方面。征集了研究领域的研究人员的文章:事件的特征,墨西哥城及周边地区的需求和破坏分布,建筑物,生命线和其他关键基础设施的抗震性能,并考虑了场地的响应和土壤-结构相互作用在观察到的损伤分布中的作用。在受影响的建筑物所表现出的地震-土壤结构相互作用中,应特别注意区域地面沉降的影响。先进的非侵入式调查方法被用来在区域水平上绘制破坏模式。在1985年9月19日米却肯州地震和2017年普埃布拉-墨西哥城地震之后观察到的建筑物破坏模式进行了比较,并对两次地震之间的破坏分布的明显差异进行了修正。总体而言,在2017年活动期间,尤其是与1985年活动相比,观察到建筑物和地基的表现相当不错。那些被严重破坏或倒塌的结构都是在1985年之前建造的,结构设计和/或构造不佳,会与构造它们的土柱产生共鸣,并且/或者建造在非常柔软的土壤上到明显的地基变形。提供了已调查的特定社区的详细建筑破坏模式图,并且在此特刊中的每篇研究论文中都总结了从该事件中学到的经验教训。

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