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闫倬闻, 袁晓铭, 陈卓识. 场地液化识别改进的频率下降率新方法[J]. 岩土工程学报, 2023, 45(S2): 79-84. DOI: 10.11779/CJGE2023S20005
引用本文: 闫倬闻, 袁晓铭, 陈卓识. 场地液化识别改进的频率下降率新方法[J]. 岩土工程学报, 2023, 45(S2): 79-84. DOI: 10.11779/CJGE2023S20005
YAN Zhuowen, YUAN Xiaoming, CHEN Zhuoshi. A new method of modified frequency decrease rate for site liquefaction detection[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S2): 79-84. DOI: 10.11779/CJGE2023S20005
Citation: YAN Zhuowen, YUAN Xiaoming, CHEN Zhuoshi. A new method of modified frequency decrease rate for site liquefaction detection[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S2): 79-84. DOI: 10.11779/CJGE2023S20005

场地液化识别改进的频率下降率新方法

A new method of modified frequency decrease rate for site liquefaction detection

  • 摘要: 基于地表强震记录的场地液化实时监测和震后快速识别是液化减灾的新技术手段,其核心为场地液化识别方法。现有此类方法受限于有限的液化场地记录和方法自身局限,适用性和识别准确率有待提升。本研究建立了包含23次地震共137条加速度记录的液化场地强震记录新数据库,极大地扩充了现有数据库。提出了一种基于强震记录的场地液化快速识别改进的频率下降率新方法,以频率下降率为基本概念并沿用以往推导出的理论阈值。采用加权平均方式处理短时傅里叶变换结果以获取加速度时程的时间-频率曲线。通过频率下降率参数的自适应持时计算,以增强对不同持时记录的适应性。以新数据库记录为基础进行对比分析,结果表明新方法所选取的特征参数明显占优,对液化和非液化场地均有很高的识别成功率,且较新近提出方法的液化识别成功率显著提高。所提出方法在震后液化场地快速识别、液化实时减灾及研究液化对建筑结构的影响等方面具有良好的应用前景。

     

    Abstract: The real-time monitoring and rapid post-earthquake detection of site liquefaction based on strong motion records is a new technological tool for liquefaction mitigation, the core of which is the site liquefaction detection method. The existing methods are constrained by the limited liquefaction site records and the limitations of the methods themselves, and their applicability and detection accuracy need to be improved. In this study, a new database of strong motion records for liquefaction sites containing 137 records from 23 earthquakes is established, which greatly expands the existing database. A new method for rapid detection of site liquefaction based on strong motion records with improved frequency decrease rate is proposed, taking the frequency decrease rate as the basic concept and following the theoretical thresholds derived in the past. The weighted average method is used to process the results of short-time Fourier transform to obtain the time-frequency curve of acceleration time history. The adaptive duration calculation of frequency decrease rate parameter is used to enhance the adaptability to the records of different durations. The comparative analysis based on the new database records shows that the feature parameter selected by the new method is obviously superior, with high detection success rates for both liquefied and non-liquefied sites, and the liquefaction detection success rate is significantly higher than that of the newly proposed methods. The proposed method has good application prospects in rapid detection of liquefied sites after earthquakes, real-time mitigation of liquefaction, and study of liquefaction effects on building structures.

     

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