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基于近场记录的强震台站场地波速结构反演

高凯 刘宇实 师黎静

高凯,刘宇实,师黎静,2024. 基于近场记录的强震台站场地波速结构反演. 震灾防御技术,19(3):436−445. doi:10.11899/zzfy20240302. doi: 10.11899/zzfy20240302
引用本文: 高凯,刘宇实,师黎静,2024. 基于近场记录的强震台站场地波速结构反演. 震灾防御技术,19(3):436−445. doi:10.11899/zzfy20240302. doi: 10.11899/zzfy20240302
Gao Kai, Liu Yushi, Shi Lijing. Inversion of Site Velocity Structure Based on Near-field Seismic Records at Single Station[J]. Technology for Earthquake Disaster Prevention, 2024, 19(3): 436-445. doi: 10.11899/zzfy20240302
Citation: Gao Kai, Liu Yushi, Shi Lijing. Inversion of Site Velocity Structure Based on Near-field Seismic Records at Single Station[J]. Technology for Earthquake Disaster Prevention, 2024, 19(3): 436-445. doi: 10.11899/zzfy20240302

基于近场记录的强震台站场地波速结构反演

doi: 10.11899/zzfy20240302
基金项目: 国家自然科学基金(51978635);国家重点研发计划(2018YFC1504601、2018YFC1504004)
详细信息
    作者简介:

    高凯,男,生于1998年。硕士研究生。主要从事场地条件研究工作。E-mail:gaokai_kyle@163.com

    通讯作者:

    师黎静,男,生于1976年。博士后,研究员,博士生导师。主要从事工程地震研究工作。E-mail:shlj@iem.ac.cn

Inversion of Site Velocity Structure Based on Near-field Seismic Records at Single Station

  • 摘要: 基于近场加速度记录反演场地浅部速度结构,可为补充强震台站场地信息提供一种简便的途径,有利于记录的充分利用。本文详细推导了基于单一台站记录的P波地震图法,分析了其中的反演目标函数;通过数值模拟大量近场场地上的理论地震图,分析了场地覆盖层剪切波速、厚度等特征参数及震源持时对PS波与P波延时的影响,给出了地震记录的筛选原则;通过增加P波初到时刻径向分量与竖向分量幅值比函数作为反演目标函数,对单台地震图法进行改进;最后,利用汶川地震主震及余震记录,反演了武都强震台的场地波速结构,并与表面波法和钻孔法进行对比,结果表明,改进的单台地震图法搜索能力得到了增强,反演效率和精度得到显著提高。
  • 图  1  入射P波在自由表面处的转换(Li等,2014

    Figure  1.  Interaction between incident P-wave and free surface (from Li et al., 2014)

    图  2  不同震相示意图

    Figure  2.  Different seismic phases

    图  3  波速结构模型

    Figure  3.  Velocity structure model

    图  4  不同波速结构模型对应的理论地震图和UZ/UR随剪切波速变化情况

    Figure  4.  Theoretical seismograms corresponding to different velocity structure models and UZ/UR

    图  5  汶川地震主余震分布

    Figure  5.  Distribution of main shock and aftershocks of Wenchuan earthquake

    图  6  MS 4.7余震波形图

    Figure  6.  MS 4.7 aftershock records

    图  7  余震记录波形对比图

    Figure  7.  Comparison of aftershock recording waveforms

    图  8  不同波速基岩场地模型与PS/P幅值比

    Figure  8.  Site structures with different velocity VSbo and the radial PS/P amplitude of synthetic seismograms

    图  9  满足反演目标函数的理论地震图

    Figure  9.  Synthetic seismograms matching the inversion objective functions

    图  10  武都WUD台站剪切波速结构反演结果对比

    Figure  10.  Comparison of shear wave velocity structure inversion results at WuDu station

    图  11  不同VS30对应的衰减关系及PGA标准差与断层距关系

    Figure  11.  Attenuation relationship corresponding to different VS30 and relationship between PGA standard deviation and rupture distance

    表  1  武都台记录的地震信息

    Table  1.   Earthquakes information of recorded at Wudu station

    发震时间 纬度/
    (°N)
    经度/
    (°E)
    震源
    深度/km
    震级 震中距/
    km
    2008-07-31 13:56:03 33.3 105.1 33 3.3 15.2
    2008-08-02 21:45:03 32.7 105.7 10 4.0 97.8
    2008-08-31 15:24:03 32.7 105.8 10 4.1 104.4
    2008-05-15 21:04:03 32.7 105.6 33 4.3 89.8
    2008-05-25 17:34:03 33.0 104.9 33 4.7 37.8
    2008-05-25 16:21:03 32.5 105.4 33 6.4 96.4
    2008-08-05 17:49:03 32.7 105.6 10 6.5 90.9
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出版历程
  • 收稿日期:  2023-02-16
  • 网络出版日期:  2024-10-15
  • 刊出日期:  2024-09-01

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