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Structural Monitoring and Investigation Campaign in the Church of St. Giuseppe dei Minimi in L'Aquila, After the 6th of April 2009 Earthquake

机译:在2009年4月6日之后,L'Aquila教堂的结构监测和调查活动在2009年4月6日之后的地震

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The oratory of St. Giuseppe dei Minimi in L'Aquila, Italy, sustained serious damage after the seismic events of April 2009. The earthquake caused out-of-plane overturning of the facade, with wide cracks on both lateral walls. Such rotation caused the "sinking" in the crack of one of the pillars of the belfry, which did not collapse, but remained in a very dangerous situation. After the initial stabilisation measures, carried out during the months following the seismic event, field investigations were carried out by the authors in spring-summer 2010, to guide the final strengthening intervention, supervised by the Italian Ministry of Culture. The investigation campaign involved intensive use of non and minor destructive techniques, such as thermography, radar, sonic tests, core sampling, single and double flat jack tests and chemical analysis on sampled materials. Moreover, the overall dynamic characteristics of the church were extracted from vibrations measured in the upper areas of the building, using output only techniques. Finally, a structural monitoring system was installed in the church (involving also the adjacent St. Biagio church), to monitor the damage progression and to evaluate the effectiveness of strengthening applications.
机译:在意大利L'Aquila的St.Giuseppe dei Minimi的演讲,在2009年4月的地震事件后持续严重损坏。地震导致外立面的外平面翻转,横向墙壁宽裂缝。这种旋转引起了钟楼之一的裂缝中的“下沉”,这并没有崩溃,但仍处于非常危险的情况下。在地震事件发生后的几个月内进行的初始稳定措施后,现场调查是由作者在2010年夏季夏季举行的,以指导意大利文化部监督的最终加强干预。调查活动涉及密集使用非和较小的破坏性技术,例如热成像,雷达,声学试验,核心采样,单级和双平插座试验以及取样材料的化学分析。此外,使用输出的技术从建筑物的上部区域测量的振动中提取了教堂的总体动态特性。最后,在教堂(涉及毗邻的圣Biagio教堂)中安装了一个结构监测系统,以监测损害进展,并评估加强应用的有效性。

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