脉冲式地震动下基于深度迁移学习的方位感知地震滑坡危险性评估

IF 4.6 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Yu-Heng Yang , Yin Cheng , Ran Yuan , Wei Mei , Jun-Bo Xia , Yi He
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引用次数: 0

摘要

由近断层指向性引起的脉状地震动(GMs)以大振幅相干速度脉冲为特征,已被证明在地震期间对建筑物和斜坡造成的破坏明显大于普通(非脉状)地震动。然而,由于脉动型GM记录的不足,在基于滑动位移的地震滑坡危险性评价中对其影响的考虑受到限制。这项研究是第一个解决这一挑战的研究,它采用深度迁移学习技术,开发了一种针对脉冲型GMs的Newmark斜坡滑动位移的方向感知预测模型。在模型中,还通过各方向上的最大、中值和最小位移来考虑地震动方向。震源参数、场地参数、地震动强度测量和临界加速度(ac)被用作模型的预测变量。并与其他预测模型进行了比较,验证了模型的有效性。结果表明,该模型具有较高的预测精度和较好的泛化能力。最后,将该预测模型应用于某近断裂带的方位感知地震滑坡危险性评价。利用1994年加州北岭地震(Mw 6.7)的实际滑坡数据验证了这一理论。验证结果表明,该模型对近断裂带地震滑坡具有较好的预测效果,为降低近断裂带地震滑坡风险提供了坚实的基础。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Orientation-aware seismic landslide hazard assessment utilizing deep transfer learning under pulse-like ground motions

Orientation-aware seismic landslide hazard assessment utilizing deep transfer learning under pulse-like ground motions
Pulse-like ground motions (GMs) induced by the near-fault directivity are characterized by large-amplitude coherent velocity pulses, which have been demonstrated to cause significantly greater damage to buildings and slopes during earthquakes than ordinary (non-pulse-like) GMs. However, due to the deficiency of the pulse-like GM records, the consideration of their effects in the sliding displacement-based seismic landslide hazard assessment has been limited. This study is the first to address this challenge by employing the deep transfer learning technique to develop an orientation-aware prediction model of Newmark slope sliding displacements for pulse-like GMs. In the model, the ground-motion orientation is also considered via the maximum, median, and minimum displacements in all directionalities. Earthquake source parameters, site parameters, ground-motion intensity measures, and critical acceleration (ac) were used as predictive variables for the model. Furthermore, the developed model is validated by comparing it with other predictive models. The results indicate that the proposed model generates a higher prediction accuracy and better generalization capability. Finally, the proposed prediction model is applied to the orientation-aware seismic landslide hazard assessment for a near-fault region. It is validated by using the actual landslide data from the 1994 Northridge earthquake (Mw 6.7) in California. The validation results indicate that the proposed model performs exceptionally well in predicting near-fault seismic landslides, providing a solid basis for reducing earthquake-induced landslide risks in near-fault areas.
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来源期刊
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
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