论文标题

筛选地震记录以执行尾矿大坝的时间历史的动态分析:一种基于功率的方法

Screening of seismic records to perform time-history dynamic analyses of tailings dams: a power-spectral based approach

论文作者

Labanda, N. A., Sottile, M. G., Cueto, I. A., Sfriso, A. O.

论文摘要

上游饲养的尾矿大坝的时间历史变形分析使用地震记录作为输入数据。这样的记录必须代表原位地震性,以广泛的强度度量(IMS)(包括峰值地面加速度(PGA),ARIAS强度(AI),累积的绝对速度(CAV),源对位置距离,持续时间,持续时间等等。没有一个IM是给定地震需求(例如顶峰定居点)的足够描述符,因为不同的记录(所有这些记录都符合任何IM)可以因对全球失败的微不足道的损害而产生非常广泛的结果。事实证明,使用了数百个符合一组IMS的地震记录的蛮力使用,这是该限制的合理解决方法,至少能够产生需求指标的概率密度函数。但是,此过程需要大量运行,因此昂贵且耗时。如果使用先验简单的工具来预测哪些地震记录将产生给定的需求,从而获得分析,从而获得分析,从而获得了较少的运行估计。为了执行更精确的选择,本文介绍了半分析筛选程序。该过程利用地震记录的光谱特性,仅考虑大坝未过滤的频率含量的强度,以获得需求的先验估计,在这种情况下,就位移而言表示。使用分析和数值模型对该工具进行验证,这些模型证明对分析中使用的本构模型不敏感,并应用于受强烈地震的大尾矿大坝。

Time-history deformation analyses of upstream-raised tailings dams use seismic records as input data. Such records must be representative of the in-situ seismicity in terms of a wide range of intensity measures (IMs) including peak ground acceleration (PGA), Arias intensity (AI), cumulative absolute velocity (CAV), source-to-site distance, duration, among others. No single IM is a sufficient descriptor of a given seismic demand (e.g. crest settlement) because different records, all of them compliant with any IM, can produce a very wide range of results from insignificant damage to global failure. The use of brute force, where hundreds of seismic records compliant with a set of IMs are employed, has proven to be a reasonable workaround of this limitation, at least able to produce a probabilistic density function of demand indicators. This procedure, however, requires a large number of runs, and is therefore expensive and time-consuming. Analyses can be optimized if an a priori simple tool is used to predict which seismic records would yield a given demand, thus obtaining estimations with much fewer runs. In order to perform a more precise selection, a semi-analytical screening procedure is presented in this paper. The procedure makes use of the spectral properties of the seismic record, considering only the intensity of the frequency content which is not filtered by the dam to obtain an a priori estimate of demand, expressed in this case in terms of displacements. The tool is validated using analytical and numerical models that prove insensitivity to the constitutive model used in the analysis, and is applied to a large tailings dam subjected to strong earthquakes.

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