首页> 外文期刊>Bulletin of the Polytechnic Institute of Jassy, Constructions, Architechture Section >Evaluation of the Seismic Vulnerability for P+4 Residential Buildings from the Urban Area of Ia?i Using the Finite Element Method
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Evaluation of the Seismic Vulnerability for P+4 Residential Buildings from the Urban Area of Ia?i Using the Finite Element Method

机译:用有限元方法评估伊阿伊市区的P + 4住宅建筑的地震易损性

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The analysis of the seismic vulnerability for a typical dwellingstructure, existing in a developed urban area, subjected to repetitive seismic actions, isperformed. This type of residential building is met all over Romania, making more than50% from the total number of buildings constructed in residential areas, built between1965 and 1985. The structure chosen for analysis is a P+4 building, made of precastconcrete panels. This type of building was selected because many districts in Ia?i havebeen built using this type of project or similar ones, within the mentioned period.The deterministic approach for evaluation is based on modelling and numericalsimulations using ETABS vs. 9 software. The methodology uses two types of numericalmodels. In the deterministic approach, for the first model, the building is considered in itsinitial state and for the second model in its degraded state, after the structure wassubjected to more than two or three major earthquakes. The degradations of the elementswere introduced taking into account nine scenarios, considering consecutively thestructural elements and the walls with openings having different degrees of damage, from30%, 60% to 90%.The obtained results study are used to classify the building structures based ontheir seismic risk and the degree of degradation, in order to fully comprehend andinvestigate the seismic vulnerability of the existing urban infrastructure.
机译:对存在于发达市区的典型住宅结构进行反复地震作用的地震脆弱性进行了分析。罗马尼亚全境都可以使用这种类型的住宅建筑,占整个住宅区建筑总数的50%以上,这些建筑建于1965年至1985年之间。用于分析的结构为P + 4建筑,由预制混凝土面板制成。之所以选择这种类型的建筑物,是因为在上述时期内,伊亚伊的许多地区都使用了这种类型的项目或类似的项目。确定性评估方法基于使用ETABS vs. 9软件的建模和数值模拟。该方法使用两种类型的数值模型。在确定性方法中,对于第一个模型,在建筑物遭受超过两,三场大地震后,将建筑物视为初始状态,将第二个模型视为其退化状态。在考虑了9种情况的情况下引入了元素的退化,并连续考虑了结构元素和具有不同损伤程度(从30%,60%到90%)的开口的墙。获得的结果研究用于基于地震对其进行分类的建筑结构风险和退化程度,以便全面了解和调查现有城市基础设施的地震脆弱性。

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