A half-space singular boundary method for predicting ground-borne vibrations

被引:19
|
作者
Wei, Xing [1 ]
Liu, Dongdong [1 ]
Luo, Wenjun [1 ]
Chen, Shenshen [1 ]
Sun, Linlin [2 ]
机构
[1] East China Jiaotong Univ, Sch Civil Engn & Architecture, Jiangxi Key Lab Disaster Prevent Mitigat & Emergen, Nanchang 330013, Peoples R China
[2] Nantong Univ, Dept Computat Sci & Stat, Nantong 226019, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
Boundary method; Saturated soils; Dynamic response; Ground-borne vibrations; WAVE BASED METHOD; SATURATED POROUS-MEDIUM; 2.5-D DYNAMIC-MODEL; POTENTIAL PROBLEMS; MESHLESS METHOD; PROPAGATION; BEM;
D O I
10.1016/j.apm.2022.07.011
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this study, the singular boundary method (SBM) is extended to simulate the dynamic response of the half-space saturated soils in the frequency domain. The SBM employs the fundamental solutions of the governing equations as basis functions. Thus, the domain of interest can be discretized into several source points merely on the boundary, which makes the SBM available to describe the wave propagation in the half-space soil medium. The source singularity caused by the coincidence of collocation points and source points is overcome by the origin intensity factors (OIFs), which is given for the unclosed boundary. Two numerical examples exhibit the feasibility and advantages of the proposed SBM.(c) 2022 Elsevier Inc. All rights reserved.
引用
收藏
页码:630 / 643
页数:14
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