Site-specific stochastic ground motion model utilizing deterministic physics-informed simulations: A Bayesian approach

IF 3.1 2区 工程技术 Q2 ENGINEERING, CIVIL
Naveen Senthil, Ting Lin
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引用次数: 0

Abstract

Limited availability of recorded ground motions poses a challenge for reliable probabilistic seismic-hazard analysis (PSHA), even in highly seismic regions like the Western United States. Stochastic ground motions are commonly employed to address this challenge. However, the stochastic ground motion models (GMMs) may not consistently generate ground motions compatible with the site hazard due to their calibration using global data, failing to capture site-specific characteristics adequately. In the absence of recorded motions, physics-informed simulations provide a viable alternative but are deterministic with limitations of their own that makes them challenging to support PSHA. This article introduces a Bayesian framework that combines prior knowledge from a stochastic GMM, calibrated with global data, with site-specific data obtained from deterministic physics-informed simulations. The proposed framework utilizes the Rezaeian–Der Kiureghian (2010) model as the stochastic GMM and incorporates site-specific data from the CyberShake 15.12 study. By updating the mean and variance of the predictive relationships, along with the marginal distribution of the model parameters, through Bayesian inference, this framework allows for the simulation of site-specific ground motions consistent with the site characteristics. The statistics of peak ground acceleration distributions, as well as both the median and variability of the elastic response spectra, obtained from the calibrated stochastic GMM, demonstrate consistency with those derived using GMMs based on the Next Generation Attenuation (NGA) database.
利用确定性物理信息模拟的特定场地随机地动模型:贝叶斯方法
即使是在美国西部这样的地震高发区,记录的地震动也很有限,这给可靠的概率地震灾害分析(PSHA)带来了挑战。通常采用随机地面运动来应对这一挑战。然而,由于随机地面运动模型 (GMM) 使用全球数据进行校准,无法充分捕捉场地的具体特征,因此可能无法持续生成与场地危险相匹配的地面运动。在没有记录地震动的情况下,物理信息模拟提供了一种可行的替代方法,但这种方法是确定性的,有其自身的局限性,因此在支持 PSHA 方面具有挑战性。本文介绍了一种贝叶斯框架,该框架将使用全球数据校准的随机 GMM 中的先验知识与确定性物理信息模拟中获得的场地特定数据相结合。所提出的框架利用 Rezaeian-Der Kiureghian(2010 年)模型作为随机 GMM,并结合了来自 CyberShake 15.12 研究的特定站点数据。通过贝叶斯推理更新预测关系的均值和方差以及模型参数的边际分布,该框架可模拟出符合场地特征的特定场地地面运动。校准随机 GMM 得出的地表加速度峰值分布统计以及弹性响应谱的中值和变异性与基于下一代衰减(NGA)数据库的 GMM 得出的结果一致。
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来源期刊
Earthquake Spectra
Earthquake Spectra 工程技术-工程:地质
CiteScore
8.40
自引率
12.00%
发文量
88
审稿时长
6-12 weeks
期刊介绍: Earthquake Spectra, the professional peer-reviewed journal of the Earthquake Engineering Research Institute (EERI), serves as the publication of record for the development of earthquake engineering practice, earthquake codes and regulations, earthquake public policy, and earthquake investigation reports. The journal is published quarterly in both printed and online editions in February, May, August, and November, with additional special edition issues. EERI established Earthquake Spectra with the purpose of improving the practice of earthquake hazards mitigation, preparedness, and recovery — serving the informational needs of the diverse professionals engaged in earthquake risk reduction: civil, geotechnical, mechanical, and structural engineers; geologists, seismologists, and other earth scientists; architects and city planners; public officials; social scientists; and researchers.
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