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Seismic performance of an existing low-rise RC building considering the addition of a new storey

机译:考虑到添加新楼的现有低层RC建筑的地震性能

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GUNES, Baris; COSGUN, Turgay; SAYIN, Baris ?and? MANGIR, Atakan. Seismic performance of an existing low-rise RC building considering the addition of a new storey. Revista de la Construcción [online]. 2019, vol.18, n.3, pp.459-475. ISSN 0718-915X.? http://dx.doi.org/10.7764/rdlc.18.3.459. In low-rise reinforced concrete (RC) buildings, structural design is generally performed considering the seismic effects as well as the vertical loads. However, there may be situations where the additional or unpredicted loads may be encountered during the service life of the buildings. The loads that are governed from a new storey addition during the service life is a good example for these additional loads. Since the reconstruction permits and building height limits specified by the authorities may vary in life-cycle of the structures, it is critical to decide the addition of a storey to an existing building considering the structural safety concerns. In this study, an existing low-rise RC building is modelled with an added storey (subsequently planned for construction), and numerical analyses are carried out considering the extra loads of this additional storey. The aim is to evaluate the seismic performance of the structure considering this unpredicted situation which was not taken into account in the original structural design. The suitability of the preliminary structural design project to the existing building was checked by the site investigations. The results of the numerical analysis were compared with the seismic code requirements, and the seismic performance level of the building is determined. The study is intended to be useful in determining the path to be followed for the determination of the seismic capacity if existing buildings are subjected to additional loads.
机译:枪支,巴里斯; Cosgun,Turgay;说,巴黎?和? Mangir,Atakan。考虑到添加新层次的现有低层RC建筑的地震性能。 Revista de laConstucción[在线]。 2019年,Vol.18,N.3,PP.459-475。 ISSN 0718-915x。? http://dx.doi.org/10.7764/rdlc.18.3.459。在低层钢筋混凝土(RC)建筑物中,通常考虑地震效应以及垂直载荷的结构设计。然而,可能存在在建筑物的使用寿命期间可能遇到附加或未预测的负载的情况。在使用寿命期间,从新的层次添加的负载是这些附加负载的一个很好的例子。由于当局指定的重建允许和建筑高度限制可能在结构的生命周期中变化,因此考虑到结构安全问题,决定将叠层添加到现有建筑物是至关重要的。在该研究中,现有的低升高RC建筑用附加的楼层(随后计划用于建筑),进行数值分析,考虑到这一额外楼的额外负载。目的是评价结构的地震性能,考虑到原始结构设计中未考虑的非预测情况。现场调查检查了初步结构设计项目对现有建筑的适用性。将数值分析的结果与地震代码要求进行比较,并确定建筑物的地震性能水平。该研究旨在有助于确定如果现有建筑物进行额外负荷,则确定遵循抗震能力的路径。

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