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Multi-Directional Viscous Damping Absorbing Boundary in Numerical Simulation of Elastic Wave Dynamic Response

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成果类型:
期刊论文
作者:
Zhao, Jianguo;Yu, Yang;Xu, Hao;Zhang, Rongtang;Ma, Yuxi;...
通讯作者:
Xu, H;Yu, Y
作者机构:
[Xu, Hao; Xu, H; Li, Jialiang; Ma, Yuxi; Zhao, Jianguo; Zhang, Rongtang] Wuhan Polytech Univ, Sch Civil Engn & Architecture, Wuhan 430023, Peoples R China.
[Yu, Yang; Yu, Y] Univ New South Wales, Ctr Infrastructure Engn & Safety, Sch Civil & Environm Engn, Sydney, NSW 2052, Australia.
[Xu, Hao; Xu, H] Engn Res Ctr Key Technol Phosphogypsum Rd Construc, Xiaogan 420900, Hubei, Peoples R China.
通讯机构:
[Yu, Y ] U
[Xu, H ] W
Wuhan Polytech Univ, Sch Civil Engn & Architecture, Wuhan 430023, Peoples R China.
Univ New South Wales, Ctr Infrastructure Engn & Safety, Sch Civil & Environm Engn, Sydney, NSW 2052, Australia.
Engn Res Ctr Key Technol Phosphogypsum Rd Construc, Xiaogan 420900, Hubei, Peoples R China.
语种:
英文
关键词:
finite element method;numerical simulation;seismic wave field;absorbing boundary;semi-infinite space;structural non-destructive testing
期刊:
Applied Sciences-Basel
ISSN:
2076-3417
年:
2024
卷:
14
期:
5
页码:
2183-
基金类别:
This research was funded by the Open Funds for the Hubei Key Laboratory of Marine Geological Resources (Grant No. MGR202204), the Changjiang River Scientific Research Institute (CRSRI) Open Research Program (Grant No. CKWV20221025/KY), and the National Natural Science Foundation of China (Grant No. 51709015).
机构署名:
本校为第一且通讯机构
院系归属:
土木工程与建筑学院
摘要:
Numerical seismic wave field simulation is essential for studying the dynamic responses in semi-infinite space, and the absorbing boundary setting is critical for simulation accuracy. This study addresses spherical waves incident from the free boundary by applying dynamic equations and Rayleigh damping. A new multi-directional viscous damping absorbing boundary (MVDB) method is proposed based on regional attenuation. An approximate formula for the damping value is established, which can achieve absorbing the boundary setting by only solving the mass damping coefficients without increasing the ...

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