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

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

doi: 10.21656/1000-0887.450138

李上明^1,2, ,,
肖世富²

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

基金项目:

国家自然科学基金（12472171；U2430201）

详细信息

作者简介:
李上明（1978—），男，研究员，博士，博士生导师(通讯作者. E-mail: hustmingsl@126.com).

通讯作者:
李上明（1978—），男，研究员，博士，博士生导师(通讯作者. E-mail: hustmingsl@126.com).

中图分类号: O39
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- 文章访问数: 22
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- PDF下载量: 1
- 被引次数: 0
出版历程
- 收稿日期: 2024-05-13
- 修回日期: 2025-02-04
- 网络出版日期: 2025-04-30

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

LI Shangming^{1,2
, ,},
XIAO Shifu²

1. Institute of Systems Engineering, China Academy of Engineering Physics, Mianyang, Sichuan 621999, P.R.China;
2. Shock and Vibration of Engineering Materials and Structures Key Laboratory of Sichuan Province, Mianyang, Sichuan 621999, P.R.China

Funds:

The National Science Foundation of China(12472171；U2430201)

摘要

摘要: 坝体抗震设计和评估需要准确计算无限水库动力响应.基于比例边界有限元法(scaled boundary finite element method，SBFEM)力学推导技术，推导了顺河向地震激励下等横截面无限水域频域响应计算公式，利用Fourier逆变换建立了时域响应控制方程，通过线性叠加推导了顺河、横河、竖直三向组合地震激励下无限水域频域和时域响应的SBFEM计算公式.结合有限元法，建立了无限水库频域和时域响应的FEM-SBFEM耦合方程.分析了地震激励下二维、三维等横截面无限水库频域、时域响应，数值验证了所建立计算公式的正确性.所发展的FEM-SBFEM公式体系可推广应用于库底库岸具有吸收性的、横截面具有任意几何形状的无限水库谐响应及瞬态响应分析.
- 无限水库 /
- 瞬态分析 /
- 谐响应分析 /
- 比例边界有限元 /
- 有限元
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 sections 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 domain 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 responses 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.
- infinite reservoir /
- transient analysis /
- harmonic response analysis /
- SBFEM /
- FEM

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参考文献(19)

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