首页> 外文期刊>Bulletin of the Seismological Society of America >Near-Field Ground Motions and Shaking from the 2019 M-w 7.1 Ridgecrest, California, Mainshock: Insights from Instrumental, Macroseismic Intensity, and Remote-Sensing Data
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Near-Field Ground Motions and Shaking from the 2019 M-w 7.1 Ridgecrest, California, Mainshock: Insights from Instrumental, Macroseismic Intensity, and Remote-Sensing Data

机译:2019 M-W 7.1 Ridgecrest,加利福尼亚州的近场地面运动和摇晃:来自乐器,巨大强度和遥感数据的见解

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Shaking from the 6 July 2019 M-w 7.1 Ridgecrest, California, mainshock was strongly felt through southern California, but generated relatively minimal structural damage in Ridgecrest. We consider the extent to which a damage proxy map (DPM) generated from satellite-based Synthetic Aperture Radar images can detect minor damage throughout the town of Ridgecrest. The DPM does not, as expected, detect all minor structural damage to individual structures, nor can it distinguish between structural damage and earthquake-related movement that is not consequential. However, the DPM does confirm many instances of minor structural damage to larger structures and groups of smaller structures and in some instances suggests minor structural damage that is not apparent upon visual inspection. Although ambiguous identification of minor damage may not be useful to guide earthquake response, the identification of minor, possibly hidden damage is potentially useful for other purposes. Overall, the DPM confirms that structural damage was commensurate with modified Mercalli intensity no higher than 7 throughout Ridgecrest. We consider both instrumental and intensity data to explore further the distribution of near-field ground motions over the frequency range of engineering concern. Peak ground accelerations and peak ground velocities estimated from "Did You Feel It?" intensity data using the Worden et al. (2012) ground-motion intensity conversion equation (GMICE) are consistent with recorded instrumental data. Both instrumental and estimated mainshock peak accelerations are further consistent with predictions from both the Boore et al. (2014) ground-motion prediction equation (GMPE), but lower than predicted by the Atkinson and Wald (2007) and Atkinson et al. (2014) intensity prediction equations (IPEs). A GMPE such as Boore et al. which is constrained by a large global dataset, together with a well- constrained GMICE, may thus characterize expected shaking intensities for large earthquakes better than an IPE based on more limited intensity data.
机译:2019年7月6日,加利福尼亚州M-w 7.1 Ridgecrest发生地震,整个南加州都能强烈感受到主震,但在Ridgecrest造成的结构损伤相对较小。我们认为,在何种程度上损坏的代理映射(DPM)从卫星为基础的合成孔径雷达图像可以检测到整个里奇克莱斯特镇的轻微损害。DPM没有像预期的那样检测到单个结构的所有轻微结构损坏,也无法区分结构损坏和与地震相关的非后果性移动。然而,DPM确实确认了大型结构和小型结构组的许多轻微结构损坏的情况,并且在某些情况下表明了目视检查不明显的轻微结构损坏。虽然对轻微损伤的模糊识别可能无助于指导地震反应,但识别轻微的、可能隐藏的损伤可能有助于其他目的。总的来说,DPM确认结构损伤与整个山脊的修正Mercalli强度不高于7相当。我们考虑仪器和强度数据进一步探索近场地震动分布在工程关注的频率范围。根据“你感觉到了吗?”估算的峰值地面加速度和峰值地面速度使用Worden等人(2012)的地震动强度转换方程(GMICE)的强度数据与记录的仪器数据一致。仪器和估算的主震峰值加速度进一步与Boore等人(2014)的地震动预测方程(GMPE)的预测一致,但低于Atkinson和Wald(2007)和Atkinson等人(2014)的强度预测方程(IPEs)的预测。因此,受大型全球数据集约束的GMPE,如Boore等人,以及约束良好的GMICE,可能比基于更有限强度数据的IPE更好地描述大地震的预期震动强度。

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