一种基于钻孔和地表高程数据的复杂场地建模与地震反应分析方法

A COMPLEX SITE MODELING AND SEISMIC RESPONSE ANALYSIS METHOD BASED ON BOREHOLE AND SURFACE ELEVATION DATA

  • 摘要: 为了避免现有复杂场地有限元网格生成困难从而难以进行场地地震反应分析难题,该文提出一种基于钻孔和地表高程数据的复杂场地建模与地震反应分析方法。沿每个钻孔选取适当数量的采样点,形成包含大量散点坐标和材料信息的钻孔数据集,通过空间散点插值算法生成描述场地土层分布的电子图像;融合地表高程数据对土层图像进行像素调整,形成真实地表形状;利用四叉树/八叉树算法实现基于图像的网格生成;采用比例边界有限元法对四叉树/八叉树网格场地模型进行地震反应计算。该套场地建模与地震反应分析方法自动化程度高,生成网格质量高,为复杂工程场地地震反应分析提供了一种有效工具。通过已知土层结构的数值算例,验证了该文方法的准确性和有效性,最后将该文方法应用到某复杂场地建模和地震反应分析。

     

    Abstract: To avoid the difficulty of finite element mesh generation for complex sites, and thus the difficulty of site seismic response analysis, this study proposes a complex site modeling and seismic response analysis method based on borehole and surface elevation data. Sampling points are selected along boreholes to construct a dataset of scattered spatial coordinates and material properties. A spatial scattered-point interpolation algorithm then converts these data into a digital image representing soil layer distribution at the site. Surface elevation data are integrated to adjust the image pixels, accurately capturing terrain geometry. The adjusted image is processed via quadtree/octree algorithms to generate high-quality meshes. The scaled boundary finite element method is employed to calculate the seismic response of the quadtree/octree mesh of the site. The proposed framework achieves high level of automation and mesh quality, offering an efficient solution for complex site analysis. The accuracy and effectiveness of the proposed method have been verified through numerical examples with known soil stratigraphy, and the method has been applied to the modeling and seismic response analysis of a real-world case study.

     

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