| 注册
首页|期刊导航|应用数学和力学|地震激励下等横截面无限水库频域和时域响应的FEM-SBFEM计算方法

地震激励下等横截面无限水库频域和时域响应的FEM-SBFEM计算方法

李上明 肖世富

应用数学和力学2025,Vol.46Issue(4):425-437,13.
应用数学和力学2025,Vol.46Issue(4):425-437,13.DOI:10.21656/1000-0887.450138

地震激励下等横截面无限水库频域和时域响应的FEM-SBFEM计算方法

An FEM-SBFEM Coupled Method for Infinite Reservoir Responses With Uniform Cross Sections Under Seismic Excitations in Frequency and Time Domains

李上明 1肖世富2

作者信息

  • 1. 中国工程物理研究院 总体工程研究所,四川 绵阳 621999||工程材料与结构冲击振动四川省重点实验室,四川 绵阳 621999
  • 2. 中国工程物理研究院 总体工程研究所,四川 绵阳 621999
  • 折叠

摘要

Abstract

It is necessary to accurately calculate the dynamic responses of infinite reservoirs in seismic design and evaluation of dams.Based on the mechanical derivation technique of the scaled boundary finite element method(SBFEM),the frequency domain response formulas for the infinite reservoirs with uniform cross sec-tions under upstream seismic excitations were derived,and the time domain response governing equations were obtained through the inverse Fourier transform.Then the SBFEM formulas of frequency domain and time do-main responses of infinite reservoirs under upstream,cross-stream and vertical seismic excitations were derived by linear superposition.The FEM-SBFEM coupled equations for frequency and time domain responses of infinite reservoirs were established.Based on these proposed formulations,the time domain and frequency domain re-sponses of the 2D or 3D infinite reservoirs with uniform cross sections under seismic excitations were analyzed.The numerical results validate the accuracy of the proposed formulations.The proposed formulations can be used to analyze harmonic and transient responses of infinite reservoirs with arbitrary geometry and absorptive reservoir bottom under seismic excitations.

关键词

无限水库/瞬态分析/谐响应分析/比例边界有限元/有限元

Key words

infinite reservoir/transient analysis/harmonic response analysis/SBFEM/FEM

分类

力学

引用本文复制引用

李上明,肖世富..地震激励下等横截面无限水库频域和时域响应的FEM-SBFEM计算方法[J].应用数学和力学,2025,46(4):425-437,13.

基金项目

国家自然科学基金(12472171 ()

U2430201) ()

应用数学和力学

OA北大核心

1000-0887

访问量0
|
下载量0
段落导航相关论文