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基于竖井台站实测强地震动记录的剪切波速反演

李林, 黄杜若, 金峰

李林, 黄杜若, 金峰. 基于竖井台站实测强地震动记录的剪切波速反演[J]. 岩土工程学报, 2020, 42(S2): 179-184. DOI: 10.11779/CJGE2020S2032
引用本文: 李林, 黄杜若, 金峰. 基于竖井台站实测强地震动记录的剪切波速反演[J]. 岩土工程学报, 2020, 42(S2): 179-184. DOI: 10.11779/CJGE2020S2032
LI Lin, HUANG Du-ruo, JIN Feng. Inversion of shear wave velocity based on downhole array strong motion recordings[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S2): 179-184. DOI: 10.11779/CJGE2020S2032
Citation: LI Lin, HUANG Du-ruo, JIN Feng. Inversion of shear wave velocity based on downhole array strong motion recordings[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S2): 179-184. DOI: 10.11779/CJGE2020S2032

基于竖井台站实测强地震动记录的剪切波速反演  English Version

基金项目: 

华能集团总部科技项目 HWKJ20-H25

详细信息
    作者简介:

    李林(1997— ),男,博士研究生,主要从事土动力学与地震工程研究。E-mail:ll2016010307@gmail.com

    通讯作者:

    金峰, E-mail:jinfeng@tsinghua.edu.cn

  • 中图分类号: TU435

Inversion of shear wave velocity based on downhole array strong motion recordings

  • 摘要: 基于日本地震台站网KiK-net实测地震记录,提出了一种土体动力模型参数的反演算法。该算法采用基于无迹卡尔曼滤波技术的贝叶斯估计方法,能够充分结合先验信息,对参数及其不确定性进行估计。首先使用了一个数值算例,验证了该算法在无模型误差下能够成功估计土体动力模型参数。然后用KiK-net实测地震动数据进行了剪切波速结构的反演,得到的结果表明,该算法反演得到的参数能够较好地表征土体线性特征,且可以对土体的动力响应得到较好的预测结果。
    Abstract: An inversion algorithm is proposed to estimate the model parameters of soil dynamic response based on the KiK-net downhole array recordings. The algorithm borrows the Bayesian estimation technique using the unscented Kalman filtering, and can make full use of the prior message to obtain the estimation of the model parameters and their uncertainties. By solving a numerical example, it is shown that the algorithm is successful in estimating the dynamic soil properties. After applying the algorithm to a KiK-net station, the results show that the estimation of the shear wave velocity profile can well characterize the linear behavior of soils. Using the estimation of the model parameters of soils, the dynamic response model shows good performance of predicting the response of soil surface.
  • 图  1   边界面应力映射关系

    Figure  1.   Mapping rules of stress on bounding surface

    图  2   无迹卡尔曼滤波算法

    Figure  2.   Algorithm of unscented Kalman filtering

    图  3   IWTH08测站位置及其土层剖面

    Figure  3.   Location and soil profile of IWTH08

    图  4   地底地震动加速度时间序列

    Figure  4.   Time histories of acceleration of down hole ground motion

    图  5   反演参数随迭代的变化曲线

    Figure  5.   Evolution of parameters with iteration

    图  6   剪切波速及传递函数估计结果

    Figure  6.   Estimation of shear wave velocity and transfer function

    图  7   地表加速度响应对比

    Figure  7.   Comparison of time histories of ground surface acceleration

    图  8   地震记录IWTH080508161146的加速度时间序列

    Figure  8.   Time histories of acceleration of event IWTH080508161146

    图  9   反演参数随迭代的变化曲线

    Figure  9.   Evolution of parameters with iteration

    图  10   剪切波速及传递函数估计结果

    Figure  10.   Estimation of shear wave velocity and transfer function

    图  11   地表加速度响应估计与实测的对比

    Figure  11.   Comparison of time histories of ground surface acceleration

    图  12   多条地震记录剪切波速剖面和传递函数估计结果

    Figure  12.   Estimation of shear wave velocity profile and transfer function using different ground motions

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出版历程
  • 收稿日期:  2020-08-31
  • 网络出版日期:  2022-12-07
  • 刊出日期:  2020-10-31

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