一种基于开口钢围护的具有成本效益的urm建筑改造技术:案例研究

M. Segovia-Verjel, E. Justo-Moscardó, A. Morales-Esteban, M. Requena-García-Cruz, E. Romero-Sánchez, Jaime de-Miguel-Rodríguez, J. Estêvão
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引用次数: 1

摘要

正在开发一个名为PERSISTAH的项目,以研究韦尔瓦(西班牙)和阿尔加维(葡萄牙)小学的地震脆弱性。该地区有中等地震活动,但受到附近发生大震级(Mw≥6)和长周期地震的地区的影响。在过去的几十年里,人们对无筋砌体建筑的地震易损性进行了观察和分析。为了改善这些建筑物的抗震性能,需要对其进行抗震改造。为此目的开发了许多改造技术,其中大多数非常复杂和昂贵。因此,这些都是不适合大量改造的建筑物。这在中等地震活动性地区尤其重要,在那里必须仔细考虑成本效率比。本文的目的是开发一种简单、有效和负担得起的技术来改造这些建筑。这些建筑的特点是有许多开口,这导致了URM墙的巨大弱点。然后,提出了在墙壁开口处安装钢围护结构或格栅的技术。这是URM墙体的一种特殊改造技术,因为这种技术大大提高了这些结构的抗震能力。为了验证该技术,提出了一个案例研究。正在研究的建筑是位于Huelva的一所小学,建于1961年。结果表明,该建筑物的承载力明显提高。同时降低了结构的性能点和损伤等级。
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A COST-EFFECTIVE RETROFITTING TECHNIQUE FOR URM BUILDINGS BASED ON STEEL ENCIRCLEMENTS IN OPENINGS: A CASE STUDY
A project named PERSISTAH is being developed to study the seismic vulnerability of primary schools in Huelva (Spain) and the Algarve (Portugal). This area has a moderate seismicity but this is affected by a nearby area where earthquakes of large magnitude (Mw ≥ 6) and long-return periods happen. The seismic vulnerability of URM (UnReinforced Masonry) buildings has been observed and analysed in the last decades. The seismic retrofitting of these buildings is required in order to improve their seismic behaviour. Many retrofitting techniques have been developed for that purpose, most of them very complicated and expensive. Therefore, these are not appropriate to retrofit a large number of buildings. This is especially relevant in areas of moderate seismicity where the cost-efficiency ratio must be carefully considered. The aim of this paper has been to develop a simple, effective and affordable technique to retrofit these buildings. These buildings are characterised by numerous openings which causes a great weakness in the URM walls. Then, a technique that consists in installing a steel encirclement or a grille in the openings of the walls has been proposed. This is a specific retrofitting technique for URM walls since this technique substantially improves the seismic capacity of these structures. To test the technique a case study is proposed. The building under study is a primary school located in Huelva and built in 1961. Results have shown that the capacity of the building is notably increased. Also, the performance point and the damage level of the structure are decreased.
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