快速反应的损害评估:意大利中部2016年m6事件

B. Petrovic, C. Scaini, S. Parolai
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引用次数: 0

摘要

在地震事件中,建筑物的损坏是造成人员伤亡的原因之一。因此,在接近实时的情况下快速估计预期的结构损坏对于改进和支持应急管理人员的快速响应救生行动至关重要。在这个框架内,我们开发了快速反应的损害评估方法,使我们能够通过使用实时或近实时的地震记录,以及对建筑物的基频和阻尼的了解来估计预期的损害。我们将建筑物的线性动力行为模拟为单自由度振子的一阶近似。我们对包括非线性在内的动力行为的精确重建不感兴趣,而是对超过预定义损伤阈值的相对位移感兴趣。将建筑物顶部的相对位移与文献中定义的不同建筑类型的损伤阈值进行比较,以评估预期损伤。该方法可以应用于目标地区的单个建筑物或建筑物类型,使用安装在地下室或土壤上的传感器的地震记录。在本研究中,我们对意大利中部2016-2017年8月24日M6地震序列的四个选定目标区域(阿马特里切、诺尔恰、苏莫纳和维索)的主要建筑类型(低层至中层无钢筋砖石建筑和低层至高层钢筋混凝土建筑)的预期损害进行了估计。所考虑的城镇位于不同的震中距离,具有不同的建筑类型,因此观察到不同的破坏模式。基频是使用从经验测量中获得的特定建筑-土壤周期-高度关系来估计的。对主要建筑类型的预期损害与观察到的损害进行了比较,并与四个目标区中大多数考虑的建筑类型的预期损害相一致。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
DAMAGE ASSESSMENT FOR RAPID RESPONSE: THE CENTRAL ITALY 2016 M6 EVENT
In case of a seismic event, building damage is one of the causes of casualties. For this reason, the rapid estimation of expected structural damage in near-real time is of greatest importance to improve and support rapid response life-saving actions of emergency managers. Within this framework, we have developed the Damage Assessment for Rapid Response method that allows us to estimate the expected damage by using earthquake recordings in real or near-real time, and the knowledge of the fundamental frequency and the damping of the building. We simulate the linear dynamic behavior of buildings in a first order approximation as single-degree-of-freedom oscillators. We are not interested in a precise reconstruction of the dynamic behavior including the non-linear one, but in the exceeding of the relative displacement of predefined damage thresholds. The relative displacement at the top of the buildings is compared with damage thresholds defined in literature for different building typologies to assess the expected damage. The method can be applied to single buildings or building typologies in target areas using earthquake recordings of sensors installed at the basement or on the soil. In this study, we show the estimation of the expected damage for the dominant building typologies (low to mid-rise unreinforced masonry and low to high-rise reinforced concrete buildings) for four selected target areas (Amatrice, Norcia, Sulmona and Visso) for the M6 August 24 event of the Central Italy 2016-2017 seismic sequence. The considered towns are located at diverse epicentral distances and are characterized by different building typologies for which varying damage patterns have been observed. The fundamental frequencies are estimated using specific building-soil period-height relationships obtained from empirical measurements. The expected damage is compared with the observed one for the dominant building typologies and is in accordance with it for most of the considered building typologies in the four target areas.
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