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Seismic assessment of existing RC buildings based on different hazard maps

机译:基于不同灾害图的现有钢筋混凝土建筑物的地震评估

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The current Italian structural code (NTC2008) includes the results of recent studies on Italian seismic hazard. Seismic actions are referred to a continuous scale, thus enabling a higher level of accuracy of the intensity values with respect to the past seismic classification. Such a difference can determine remarkable effects on the current seismic deficit of the existing building stock designed only to vertical loads, thus on the amount of possible retrofitting interventions. In this paper, the Italian provincial capitals and the municipalities of Basilicata region are referred to for the significant differences between design seismic actions provided by the NTC2008 code and the past seismic classification (OPCM3274) and are discussed first. Moreover, by adopting both classifications, the performances of typical RC buildings designed only to vertical loads have been assessed. Results have been compared in terms of building number and volume, as well as people residing in the Basilicata region.
机译:当前的意大利结构规范(NTC2008)包括有关意大利地震灾害的最新研究结果。地震作用被称为连续尺度,因此相对于过去的地震分类,强度值的准确性更高。这样的差异可以确定对仅设计为垂直载荷的现有建筑存量的当前地震赤字的显着影响,从而可以确定可能的翻新干预措施的数量。本文参考了意大利省会城市和巴西利卡塔地区,以了解NTC2008规范提供的设计地震作用与过去的地震分类(OPCM3274)之间的重大差异,并首先进行讨论。此外,通过采用两种分类,评估了仅针对垂直荷载设计的典型RC建筑物的性能。对结果进行了比较,包括建筑物的数量和体积,以及居住在巴西利卡塔地区的居民。

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