The September 19th, 2017 Puebla, Mexico earthquake

S. Roeslin, H. Juárez-García, K. Elwood, R. Dhakal, A. Gómez-Bernal
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引用次数: 3

Abstract

This report presents the observations and findings following the 2017 Puebla earthquake that occurred inMexico on September 19th, 2017. The reconnaissance mission was a collaboration between the New ZealandSociety of Earthquake Engineering (NZSEE), the Universidad Autonoma Metropolitana (UAM) Azcapotzalco,the American Concrete Institute (ACI) Disaster Reconnaissance team, and the Colegio de Ingenieros Civilesde Mexico (CICM). During the earthquake, 77 buildings suffered partial or total collapse and more than8,000 buildings experienced damage ranging from slight damage to significant structural damage necessitatingdemolition. As observed in previous earthquakes, the unique soil conditions of Mexico City resulted inextensive damage to the city’s infrastructure, primarily due to local site effects. The earthquake causedrelatively more damage to buildings built on transition and soft soil zones (i.e. between hard and deep softsoils) than those on hard soils.The NZSEE and UAM team focussed on areas with widespread and extensive damage. They also assessedthe performance of repaired and retrofitted buildings after the 1985 Michoacan earthquake. It was found thatthe lessons learnt from the 1985 Michoacan earthquake led to some risk mitigation measures which benefitedseveral buildings in the 2017 earthquake. Retrofitted buildings were found to have performed very well withlittle or no damage when compared to other buildings.
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2017年9月19日,墨西哥普埃布拉地震
本报告介绍了2017年9月19日发生在墨西哥的普埃布拉地震后的观察和发现。此次勘测任务由新西兰地震工程学会(NZSEE)、Azcapotzalco自治大学(UAM)、美国混凝土研究所(ACI)灾害勘测小组和墨西哥土木工程学院(CICM)合作完成。在地震中,77座建筑物部分或全部倒塌,8000多座建筑物受损,从轻微损坏到严重的结构损坏,需要拆除。正如在之前的地震中观察到的那样,墨西哥城独特的土壤条件导致了城市基础设施的广泛破坏,主要是由于当地的场地效应。地震对建立在过渡带和软土带(即介于硬软土和深软土之间)上的建筑物造成的破坏相对大于建立在硬土上的建筑物。NZSEE和UAM团队专注于广泛和广泛受损的地区。他们还评估了1985年米却肯地震后修复和改造的建筑物的性能。人们发现,从1985年米却肯地震中吸取的教训导致了一些风险缓解措施,这些措施使2017年地震中的几座建筑物受益。与其他建筑相比,改造后的建筑表现非常好,几乎没有损坏。
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