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基于指标的抗震加固技术评估方法。在韦尔瓦的一所钢筋混凝土小学的应用。

An index-based method for evaluating seismic retrofitting techniques. Application to a reinforced concrete primary school in Huelva.

机构信息

Department of Building Structures and Geotechnical Engineering, University of Seville, Seville, Spain.

Instituto Universitario de Arquitectura y Ciencias de la Construcción, University of Seville, Seville, Spain.

出版信息

PLoS One. 2019 Apr 10;14(4):e0215120. doi: 10.1371/journal.pone.0215120. eCollection 2019.

Abstract

A project named PERSISTAH (Projetos de Escolas Resilientes aos SISmos no Território do Algarve e de Huelva, in Portuguese) is being developed. It aims to cooperatively assess and improve the seismic vulnerability of primary schools in the Algarve (Portugal) and Huelva (Spain). A large number of schools have to be analysed. In order to determine which seismic retrofitting technique is optimal, an index-based method is presented in this paper. It considers three parameters: first, the efficiency of the seismic retrofitting technique in relation to the structural improvement obtained; second, the cost of the implementation of the retrofitting technique; and third, the architectural impact. It should be mentioned that a specific measurement for each solution according to its geometry has been performed. Also, coefficients to consider the singularities of each analysis and the importance of the parameters (number of buildings, typology, available funds, etc.) in the study are considered. The most representative primary school of Huelva has been chosen to test the index-based method. The most suitable retrofitting techniques for this type of buildings have been tested. The retrofitting technique which most increased the seismic performance has been the addition of X and V bracings within the building's bays. Furthermore, the analyses have revealed that adding the retrofitting elements in the most vulnerable direction of the building provides a high efficiency. The results have also shown that implementing techniques of lower architectural impact gives acceptable results. The analysis of the mean damage level index has shown that the building would experiment a severe damage. All the retrofitting techniques applied have reduced it, at least, up to moderate damage. Finally, it should be noted that the position of the retrofitting elements is also paramount for providing an optimal retrofitting.

摘要

一个名为 PERSISTAH(葡萄牙阿尔加维和西班牙韦尔瓦的学校韧性项目)的项目正在开发中。它旨在合作评估和提高阿尔加维(葡萄牙)和韦尔瓦(西班牙)的小学的地震易损性。需要分析大量的学校。为了确定哪种抗震加固技术是最优的,本文提出了一种基于指标的方法。它考虑了三个参数:首先,抗震加固技术相对于获得的结构改进的效率;其次,实施加固技术的成本;以及第三,建筑影响。值得一提的是,根据其几何形状对每种解决方案进行了特定的测量。此外,还考虑了考虑每个分析的奇异点以及参数(建筑物数量、类型、可用资金等)在研究中的重要性的系数。选择了韦尔瓦最具代表性的小学来测试基于指标的方法。已经测试了最适合这种类型建筑物的加固技术。最能提高抗震性能的加固技术是在建筑物的开间内增加 X 和 V 支撑。此外,分析表明,在建筑物最脆弱的方向添加加固元件提供了高效率。结果还表明,实施建筑影响较低的技术可以得到可接受的结果。对平均损伤水平指数的分析表明,建筑物将经历严重的破坏。所有应用的加固技术都至少将其降低到中度损坏。最后,应该指出,加固元件的位置对于提供最佳加固也至关重要。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/57b1/6457545/b9799797dd74/pone.0215120.g001.jpg

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