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Seismological data versus rheological modelling: Comparisons across the Aegean Region for improving the seismic hazard assessment

机译:地震数据与流变塑模型:AEGEAN地区的比较改善地震危害评估

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摘要

Compared analyses of the seismicity cutoff depth and the corresponding BDT (brittle-ductile transition) depth obtained from rheological modelling have been performed for numerous test sites all over the Aegean Region. The major goal of this research is to determine whether the rheological transition could be effectively correlated to the seismological one, so that both information can independently contribute in determining the seismogenic layer thickness and hence in constraining the maximum width of active faults affecting a region. As concerns the seismological data, only relocated events have been considered for the purpose of this paper, included either in seismic sequences associated with a mainshock, or in datasets of background seismicity. In the same areas, we carried out rheological modelling for reconstructing the local strength envelope, focusing our attention on the BDT depth. The systematic comparison at the investigated sites indicates that 90% of the relocated seismicity always occurs within the corresponding rheological transition. Moreover, for the datasets also providing magnitudes, 99% of the total seismic scalar moment is always released above the BDT depth. Such results are verified for different tectonic regimes and geological settings, both extensional, transcurrent and compressional. The achieved results confirm that the BDT depth based on accurate strength envelopes could be considered a reliable indicator for the thickness of the seismogenic layer, thus contributing to constrain the maximum widths for active faults affecting those regions. Based on these constraints, we also applied some empirical relationships to estimate the possible maximum magnitude for seismogenic sources in correspondence of the tested sites, thus potentially improving our seismic hazard assessment analyses for these areas.
机译:已经对APEGEAN地区的许多测试站点进行了从流变模拟中获得的地震性截止深度和相应的BDT(脆性延长)深度的比较分析。该研究的主要目的是确定流变转变是否可以有效地与地震组相关,使得两个信息可以在确定发震层厚度方面独立地有助于限制影响区域的主动故障的最大宽度。如涉及地震数据,只考虑了本文的目的,只考虑了搬迁事件,包括与主轴相关的地震序列,或在背景地震性的数据集中。在同一领域,我们对重建局部强度包络进行了流变塑模型,将我们的注意力集中在BDT深度上。调查部位的系统比较表明,90%的重新定位的地震性始终发生在相应的流变转变中。此外,对于数据集,对于提供大小的数据集,总震动标量的99%总是在BDT深度上方释放。这种结果验证了不同的构造制度和地质环境,既有延伸,跨电流和压缩。所达到的结果证实,基于精确强度包络的BDT深度可以被认为是用于发震层的厚度的可靠指示器,从而有助于限制影响这些区域的有源故障的最大宽度。基于这些约束,我们还应用了一些经验性关系来估计在测试部位对应的对应中的发酵源的最大幅度,从而可能改善了这些区域的地震危害评估分析。

著录项

  • 来源
    《Journal of structural geology》 |2021年第4期|104312.1-104312.15|共15页
  • 作者

    Maggini M.; Caputo R.;

  • 作者单位

    Univ Ferrara Dept Phys & Earth Sci Ferrara Italy|CRUST UR Ferrara Ctr Interuniv Sismotetton Tridimens Ferrara Italy|Univ Urbino Dept Pure & Appl Sci Urbino Italy;

    Univ Ferrara Dept Phys & Earth Sci Ferrara Italy|CRUST UR Ferrara Ctr Interuniv Sismotetton Tridimens Ferrara Italy;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Rheology; Numerical modelling; Seismogenic layer; Seismotectonics;

    机译:流变学;数值建模;发泻剂;地震型;

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