结合频谱分解法和经验格林函数法模拟基岩处的区域性地震动

IF 3.8 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Gabriele Ameri, Hussein Shible, David Baumont
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引用次数: 0

摘要

估算基准基岩的地震地动是特定场地地震危险评估中的一个主要问题。推导或调整基准基岩的经验地动模型(GMMs)具有很大的挑战性,并受到很大的认识不确定性的影响。我们提出了一种方法,通过将地震动谱分解与经验格林函数(EGFs)模拟技术相结合来模拟特定区域的参考基岩时间历史。首先,我们采用非参数频谱分解方法来分离震源、路径和场地的贡献。我们通过傅立叶域的解卷积,从目标区域观测到的小震级记录中去除平均震源和震点效应。这样,得到的解卷积 EGF 只代表路径项。然后,我们将 EGF 与目标情景事件的 k- 2 运动破裂模型结合起来。对于每个目标震级,都会生成一组遵循ω-平方源频谱的破裂模型,并对运动源参数(如滑移分布、破裂速度、下中心位置、应力下降和破裂尺寸)的不确定性进行采样。利用意大利中部多个地震参考点记录的地面运动对所提出的方法进行了验证。这种方法的强大之处在于,它能够将特定路径效应映射到地动场中,提供覆盖广泛频率范围的三分量时间历程,而无需采用计算成本高昂的方法来模拟三维波的传播。这种方法产生的特定区域、无场地效应的数据集可单独使用,也可与现有的经验数据集结合使用,以调整现有的 GMM、推导新的 GMM 或选择与灾害一致的时间历程,用于土壤和结构响应分析。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Simulation of region-specific ground motions at bedrock by combining spectral decomposition and empirical Green’s functions approaches

Simulation of region-specific ground motions at bedrock by combining spectral decomposition and empirical Green’s functions approaches

Simulation of region-specific ground motions at bedrock by combining spectral decomposition and empirical Green’s functions approaches

Estimating earthquake ground motions at reference bedrock is a major issue in site-specific seismic hazard assessment. Deriving or adjusting empirical ground motion models (GMMs) for reference bedrock is challenging and affected by large epistemic uncertainties. We propose a methodology to simulate region-specific reference bedrock time histories by combining spectral decompositions of ground motions with Empirical Green’s Functions (EGFs) simulation technique. First, we adopt the nonparametric spectral decomposition approach to separate the contribution of source, path, and site. We remove the average source and site effects from observed small-magnitude recordings in the target region through deconvolution in the Fourier domain. This way, the obtained deconvolved EGFs represent path term only. Then, we couple the EGFs with k− 2 kinematic rupture models for target scenario events. For each target magnitude, a set of rupture models following a ω-squared source spectrum are generated sampling the uncertainties in kinematic source parameters (e.g., slip distribution, rupture velocity, hypocentral location, stress drop, and rupture dimensions). The proposed approach is validated using recorded ground motions at reference sites from multiple earthquakes in Central Italy. The power of this approach lies in its ability to map the path-specific effects into the ground-motion field, providing 3-component time histories covering a wide frequency range, without the need for computationally expensive approaches to simulate 3D wave propagation. The region-specific, site-effects-free dataset produced by this approach can be used alone or in combination with existing empirical datasets to adjust existing GMMs, derive new GMMs, or select hazard-consistent time histories to be used in soil and structural response analyses.

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来源期刊
Bulletin of Earthquake Engineering
Bulletin of Earthquake Engineering 工程技术-地球科学综合
CiteScore
8.90
自引率
19.60%
发文量
263
审稿时长
7.5 months
期刊介绍: Bulletin of Earthquake Engineering presents original, peer-reviewed papers on research related to the broad spectrum of earthquake engineering. The journal offers a forum for presentation and discussion of such matters as European damaging earthquakes, new developments in earthquake regulations, and national policies applied after major seismic events, including strengthening of existing buildings. Coverage includes seismic hazard studies and methods for mitigation of risk; earthquake source mechanism and strong motion characterization and their use for engineering applications; geological and geotechnical site conditions under earthquake excitations; cyclic behavior of soils; analysis and design of earth structures and foundations under seismic conditions; zonation and microzonation methodologies; earthquake scenarios and vulnerability assessments; earthquake codes and improvements, and much more. This is the Official Publication of the European Association for Earthquake Engineering.
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