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A class-oriented mechanical approach for seismic damage assessment of RC buildings subjected to the 2009 L'Aquila earthquake

机译:对2009年L'Aquila地震的RC建筑物抗震损伤评估的阶级机械方法

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The simplified mechanical method POST (PushOver on Shear Type models) for seismic vulnerability assessment of RC buildings is used in this study to derive damage scenarios for a database of 7597 RC buildings subjected to the 2009 L'Aquila earthquake. POST allows the evaluation of fragility curves through the determination of the non-linear static response of RC buildings in closed form, assuming the hypothesis of shear type behaviour, and considering the influence of infill panels both in the derivation of structural response and in assessment of building damage, which is defined according to the European Macroseismic Scale EMS-98. The aim of the present study is to provide a much more significant and reliable validation of the methodology, thanks to a much wider database compared to previous studies, and based on a different application of the methodology, i.e. at building class-level instead of single building-level. To this aim, the main geometrical-typological characteristics of the analysed buildings (number of storeys, age of construction, building area) have been statistically characterized based on data collected from post-earthquake AeDES survey forms, considering both the variability of each single parameter and the correlation that exists between one parameter and the other. This also allows to analyse the effectiveness of the adopted analytical procedure in predicting the general trends of observed damage with these parameters, showing a good agreement between observed and predicted trends. The overall predicted damage scenarios are compared with the corresponding observed ones, collected from AeDES survey forms, highlighting, again, a good agreement. Finally, the assumed mechanical interpretation of damage classification of EMS-98 is validated through the comparison between the distributions of damage to vertical structures and infill panels and the corresponding observed post-earthquake damage data.
机译:本研究采用钢筋混凝土建筑地震易损性评估的简化力学方法POST(PushOver on剪力型模型),推导了2009年拉奎拉地震中7597座钢筋混凝土建筑数据库的损伤场景。POST允许通过确定封闭式钢筋混凝土建筑的非线性静态响应来评估脆弱性曲线,假设剪切型行为的假设,并考虑填充板在结构响应推导和建筑物损坏评估中的影响,这是根据欧洲宏观地震标度EMS-98定义的。与之前的研究相比,本研究的目的是提供一个更重要、更可靠的方法验证,这要归功于更广泛的数据库,并基于该方法的不同应用,即在建筑类水平而不是单个建筑水平。为此,基于从地震后AeDES调查表格中收集的数据,考虑到每个单一参数的可变性以及一个参数与另一个参数之间存在的相关性,对分析建筑的主要几何类型特征(层数、建筑年龄、建筑面积)进行了统计表征。这也允许分析所采用的分析程序在预测具有这些参数的观察到的损伤的一般趋势时的有效性,显示出观察到的趋势和预测的趋势之间的良好一致性。将整体预测的损害情景与从AeDES调查表格中收集的相应观察情景进行比较,再次强调了良好的一致性。最后,通过垂直结构和填充板的损伤分布与相应的震后损伤观测数据之间的比较,验证了EMS-98损伤分类的假设力学解释。

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