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Damage scenarios for RC buildings during the 2012 Emilia (Italy) earthquake

机译:2012年艾米利亚(意大利)地震中钢筋混凝土建筑物的破坏情景

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摘要

The main features of the Reinforced Concrete (RC) building stock that was struck by the Emilia 2012 earthquake and damage observed after the event are analyzed. Building stock characteristics and historical seismic classification are employed for the definition of two benchmark structures, representative of the whole building stock. Seismic capacity of the two structures, at different damage states, is assessed through static push-over analyses, within the N2 spectral assessment framework. Infill panels' contribution in terms of strength and stiffness is explicitly taken into account in the analytical model. Damage States are defined according to a mechanical interpretation of EMS-98 scale. Fragility functions at each Damage State are obtained through the application of a Response Surface Method. Finally large-scale damage scenarios are obtained crossing the geo-referenced census data regarding the characteristics of the Emilia RC building stock and starting from the seismic input provided by the shake map of the event. The scenarios seem to be in reasonable agreement with the observed damage. (C) 2014 Elsevier Ltd. All rights reserved.
机译:分析了因艾米利亚2012年地震而发生的钢筋混凝土(RC)建筑房屋的主要特征以及事件后观察到的破坏。建筑群特征和历史地震分类被用于定义两个基准结构,代表整个建筑群。在N2频谱评估框架内,通过静态推覆分析评估了两种结构在不同破坏状态下的抗震能力。分析模型中明确考虑了填充面板在强度和刚度方面的贡献。损坏状态是根据EMS-98标尺的机械解释定义的。通过使用响应曲面方法,可以获得每个损坏状态下的易碎性函数。最终,通过与有关艾米利亚RC建筑群特征的地理参考人口普查数据交叉,并从事件的振动图提供的地震输入开始,获得了大规模破坏情景。这些场景似乎与所观察到的损害在合理范围内一致。 (C)2014 Elsevier Ltd.保留所有权利。

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