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Seismic vulnerability assessment methods applied to the historic built-up of Arsita within the 2009 post-earthquake reconstruction plan

机译:在2009年地震灾后重建计划中将地震脆弱性评估方法应用于Arsita的历史建筑

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摘要

In the framework of the reconstruction plan of the historical centre of Arsita, hit by the 2009 L'Aquila earthquake, different seismic vulnerability assessment methods for local masonry buildings have been used. In particular, the 2nd level GNDT form, the FaMIVE method and a new vulnerability form appropriately conceived for building aggregates have been applied to the inspected historical centre. Moreover, for each building wall, a special form inherent to the masonry characteristics has been filled in order to achieve a masonry quality index. The results obtained from the above methodologies applied to the 91 structural units composing the 17 aggregates of Arsita have been compared with each other aiming at obtaining a clear picture of both the reliability of the used methodologies predictions and the real vulnerability condition of the constructions under study.
机译:在受2009年拉奎拉地震袭击的Arsita历史中心重建计划的框架内,已对当地砖石建筑采用了不同的地震易损性评估方法。特别是,将第二层GNDT表格,FaMIVE方法和为构建集合体而适当构想的新漏洞表格已应用于已检查的历史中心。此外,对于每个建筑物墙壁,已经填充了砌体特征固有的特殊形式,以实现砌体质量指标。将上述方法应用于构成Arsita的17块骨料的91个结构单元的方法获得的结果进行了相互比较,目的是清楚地了解所使用方法的预测的可靠性以及所研究建筑的实际脆弱性状况。

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