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Numerical modeling of 3D site-city effects including partially embedded buildings using spectral element methods. Application to the case of Vina del Mar city, Chile

机译:3D站点城市效应的数值模型,包括使用光谱元件方法部分嵌入式建筑物。申请智利留下韦纳德尔市的案例

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In recent years, seismic wave propagation analyses have become a powerful tool to evaluate the site effects in a given region. Among several approaches, Spectral Element Method (SEM) has been widely used with that purpose because its flexibility and computational efficiency. In addition to other effects than basin shape, material nonlinearity and heterogeneity, the multiple interactions between the soil and structures, denominated site-city effects (SCI), can play a crucial role in densely populated areas. There are many options to model this kind of interaction, especially if the buildings are partially embedded on the soil. This paper evaluates the importance of the proper SCI modeling against more standard uncoupled approaches, focusing on the local interaction between the soil and a group of buildings including inelastic soil behavior. We focus our work on the case of downtown Vina del Mar, a touristic coastal city of central Chile, where the observation of a reiterated distribution of damage in reinforced concrete buildings during two major earthquakes has motivated numerous studies. For that purpose, a realistic 3D numerical model of the area is created, considering the existing buildings and using micro-vibration as a main calibration tool. The open-source code SPEED was used to perform the wave propagation simulation, which combines the spectral element method with a discontinuous Galerkin approach. A geophysical study was conducted to estimate the model parameters, shear modulus degradation and damping curves are extracted from laboratory tests to account for the non-linearity of the soil. In general, the results indicate that the inclusion of the SCI is beneficial to the structure's response in most cases, and that SCI modeling needs to considerate the level of embedment to obtain more precise results. Indeed, in buildings of 12 or more stories, the response would not be affected by the level of embedding of the base and the inclusion of site-city effects is beneficial, while for buildings lower than 5 stories, the total embedment of the base generates a significant decrease of the response.
机译:近年来,地震波传播分析已成为评估给定区域中的站点效果的强大工具。在几种方法中,光谱元素法(SEM)已被广泛用于该目的,因为其灵活性和计算效率。除了除盆地形状,材料非线性和异质性之外,土壤和结构之间的多种相互作用,可在浓度人口稠密地区发挥至关重要的作用。有许多选择来模拟这种互动,特别是如果建筑物部分嵌入土壤上。本文评估了适当的SCI建模对更多标准的解耦方法,重点是土壤和一组建筑物之间的局部相互作用,包括绝体土壤行为。我们将我们的工作集中在智利中西部旅游城市市中心市中心的案例,观察在两次主要地震中观察钢筋混凝土建筑物中的重复分布,有动机众多研究。为此目的,考虑现有建筑物和使用微振动作为主要校准工具,创建区域的现实3D数值模型。开源代码速度用于执行波传播仿真,其将具有不连续的Galerkin方法的光谱元件方法相结合。进行了地球物理研究以估计模型参数,从实验室测试中提取剪切模量劣化和阻尼曲线,以解释土壤的非线性。通常,结果表明,在大多数情况下,包含SCI有利于结构的响应,并且SCI建模需要体验嵌入水平以获得更精确的结果。实际上,在12个或更多故事的建筑物中,响应不会受到基础嵌入水平的影响,并且纳入现场城市的效果是有益的,而对于低于5个故事的建筑物,基础的总嵌入响应的显着降低。

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  • 来源
    《Engineering Structures》 |2020年第15期|111188.1-111188.17|共17页
  • 作者单位

    Department of Structural and Geotechnical Engineering Pontificia Universidad Catolica de Chile Chile National Research Center of Integrated Natural Disaster Management (CIGIDEN) CONICYT/FONDAP/15110017 Chile;

    Department of Structural and Geotechnical Engineering Pontificia Universidad Catolica de Chile Chile National Research Center of Integrated Natural Disaster Management (CIGIDEN) CONICYT/FONDAP/15110017 Chile;

    Facultad de Ingenieria y Ciencias Universidad Adolfo Ibanez Santiago 7941169 Chile Facultad de Ingenieria y Ciencias Universidad Diego Portales Santiago 8370191 Chile National Research Center of Integrated Natural Disaster Management (CIGIDEN) CONICYT/FONDAP/15110017 Chile;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
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