A 2.5D Finite Element Method Combined with Zigzag-Paraxial Boundary for Long Tunnel under Obliquely Incident Seismic Wave

被引：3
|
作者：
Zhang, Qi [1 ]
Zhao, Mi [1 ]
Huang, Jingqi [2 ]
Du, Xiuli [1 ]
Zhang, Guoliang [3 ]
机构：
[1] Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
[2] Univ Sci & Technol Beijing, Sch Civil & Resource Engn, Beijing Key Lab Urban Underground Space Engn, Beijing 100083, Peoples R China
[3] Tsinghua Univ, Dept Hydraul Engn, Beijing 100084, Peoples R China
来源：
APPLIED SCIENCES-BASEL | 2023年 / 13卷 / 09期
基金：
中国博士后科学基金; 中国国家自然科学基金;
关键词：
2.5D finite element method; zigzag-paraxial boundary condition; long tunnel; wave propagation effect; 2.5D substructure method; VISCOELASTIC HALF-SPACE; UNDERGROUND STRUCTURE; RESPONSE ANALYSIS; GROUND VIBRATION; SATURATED SOIL; P-WAVES; MODEL; PROPAGATION; SCATTERING; VALIDATION;
D O I：
10.3390/app13095743
中图分类号：
O6 [化学];
学科分类号：
0703 ;
摘要：
Seismic waves propagation with an oblique angle to the tunnel axis will cause asynchronous tunnel motions and have a significant effect on the axial response. A high-precision 2.5D finite element method is established in the frequency domain to simulate the 3D seismic response of the tunnel. This method avoids the disturbance caused by the truncation of the tunnel in the longitudinal direction. Meanwhile, a 2.5D zigzag-paraxial boundary is derived to further improve the calculation efficiency of the 2.5D finite element model. Moreover, by combining the 2.5D finite element method, 2.5D zigzag boundary condition and seismic motion input methods, an obliquely incident substructure method for plane seismic waves is built by converting the plane seismic wave into equivalent nodal forces. The proposed 2.5D finite element method is verified by comparing with a reference solution. Finally, the 2.5D finite element method is applied to study the seismic response of the long lined tunnel. Parameter analyses illustrate that the wave propagation effect to the tunnel axis has a non-negligible influence on the axil deformation of long tunnels.
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收藏
页数：27
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