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Behavior, for the Lorca earthquake on 11-05-2011, of wide beam building designed without seismic considerations

机译:对于2011年5月11日的洛卡地震,在没有地震考虑的情况下设计的宽梁建筑的行为

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摘要

The recent earthquake in Lorca (11-05-2011) was the most destructive recorded event in Spain, despite its moderate magnitude. This paper describes the numerical simulation of the dynamic response to the main record of the Lorca earthquake of six 3 and 6-story buildings with one-way concrete slabs with wide beams; these buildings were designed without any seismic consideration. We have chosen this type of construction because it is potentially highly vulnerable. The six considered buildings were selected to represent a large number of buildings of this type in areas of low-to-medium seismicity (as Lorca) of Spain along the period 1974-1994. The results show that these buildings, even with the cooperation of the walls, do not have sufficient capacity to withstand the most severe component of the Lorca record.
机译:尽管最近的洛尔卡地震(11-05-2011)震级适中,却是西班牙最具破坏性的地震。本文描述了六座三层和六层楼高单梁混凝土楼板对洛尔卡地震主记录的动力响应的数值模拟;这些建筑物的设计没有任何地震考虑。我们选择这种类型的结构,因为它可能非常脆弱。在1974年至1994年期间,选择了六座考虑到的建筑物来代表西班牙中低地震活动地区(如Lorca)的大量此类建筑物。结果表明,即使有墙壁的配合,这些建筑物也没有足够的能力承受洛尔卡记录中最严重的部分。

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