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Simulation of near-fault bedrock strong ground-motion field by explicit finite element method

         

摘要

Based on presumed active fault and corresponding model, this paper predicted the near-fault ground motion filed of a scenario earthquake (MW=6 34 ) in an active fault by the explicit finite element method in combination with the source time function with improved transmitting artificial boundary and with high-frequency vibration contained. The results indicate that the improved artificial boundary is stable in numerical computation and the predicted strong ground motion has a consistent characteristic with the observed motion.

著录项

  • 来源
    《地震学报:英文版》 |2006年第6期|687-694|共8页
  • 作者单位

    Institute of Engineering Mechanics;

    China Earthquake Administration;

    Harbin 150080;

    China;

    Institute of Engineering Mechanics;

    China Earthquake Administration;

    Harbin 150080;

    China;

    School of Civil Engineering;

    Harbin Institute of Technology;

    Harbin 150001;

    China;

    School of Civil Engineering;

    Harbin Institute of Technology;

    Harbin 150001;

    China;

  • 原文格式 PDF
  • 正文语种 chi
  • 中图分类 工程地震;
  • 关键词

    地震; 基岩; 有限元分析; 数值模拟;

    机译:强地面运动场;显式有限元;人为边界;数值模拟;
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