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Understanding single-station ground motion variability and uncertainty (sigma): lessons learnt from EUROSEISTEST

机译:了解单站地面行动变异性和不确定性(Sigma):从欧罗塞斯斯特中吸取的经验教训

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Accelerometric data from the well-studied valley EUROSEISTEST are used to investigate ground motion uncertainty and variability. We define a simple local ground motion prediction equation (GMPE) and investigate changes in standard deviation ( σ ) and its components, the between-event variability ( τ ) and within-event variability ( Φ ). Improving seismological metadata significantly reduces τ (30–50%), which in turn reduces the total σ. Improving site information reduces the systematic site-to-site variability, Φ ~( S 2 S )(20–30%), in turn reducing Φ , and ultimately, σ . Our values of standard deviations are lower than global values from literature, and closer to path-specific than site-specific values. However, our data have insufficient azimuthal coverage for single-path analysis. Certain stations have higher ground-motion variability, possibly due to topography, basin edge or downgoing wave effects. Sensitivity checks show that 3 recordings per event is a sufficient data selection criterion, however, one of the dataset’s advantages is the large number of recordings per station (9–90) that yields good site term estimates. We examine uncertainty components binning our data with magnitude from 0.01 to 2?s; at smaller magnitudes, τ decreases and Φ ~( SS )increases, possibly due to κ and source-site trade-offs Finally, we investigate the alternative approach of computing Φ ~( SS )using existing GMPEs instead of creating an ad hoc local GMPE. This is important where data are insufficient to create one, or when site-specific PSHA is performed. We show that global GMPEs may still capture Φ ~( SS ), provided that: (1) the magnitude scaling errors are accommodated by the event terms; (2) there are no distance scaling errors (use of a regionally applicable model). Site terms ( Φ ~( S 2 S )) computed by different global GMPEs (using different site-proxies) vary significantly, especially for hard-rock sites. This indicates that GMPEs may be poorly constrai
机译:来自学习山谷的加速数据Euroseistest用于调查地面运动不确定性和变异性。我们定义了一个简单的本地地面运动预测等式(GMPE)并调查标准偏差(σ)及其组件的变化,事件之间的活动变化(τ)和事件内变异性(φ)。改善地震性元数据显着降低τ(30-50%),这反过来减少了总σ。提高网站信息可减少系统的位置到现场变异性,φ〜(S 2 S)(20-30%),反过来还原φ,最终σ。我们的标准偏差值低于来自文献的全局价值,更接近特定于网站特定值的路径特定值。但是,我们的数据对单路径分析具有不足的方位异覆盖。某些站具有更高的地面运动变异性,可能是由于地形,盆地边缘或衰减波效应。灵敏度检查表明,每个事件的3个录制是足够的数据选择标准,但是,数据集的优势之一是每个站的大量录制(9-90),产生良好的网站术语估算。我们研究了与0.01到2的数量的不确定性组件;在较小的幅度下,τ降低,φ〜(ss)增加,可能是由于κ和源站点的折衷最终,我们使用现有的GMPE来研究计算φ〜(SS)的替代方法,而不是创建临时本地GMPE 。这是数据不足以创建一个,或者在执行网站特定PSHA时的重要情况。我们表明全局GMPE可能仍可捕获φ〜(SS),只要:(1)幅度缩放误差由事件术语容纳; (2)没有距离缩放误差(使用区域适用的型号)。由不同全球GMPE(使用不同的站点代理)计算的网站术语(φ〜(s))显着变化,尤其是硬岩站点。这表明GMPE可能是不佳的构成

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