期刊
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
卷 79, 期 -, 页码 104-107出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.soildyn.2015.09.009
关键词
Periodic structure; Pile barriers; 2D model; 3D model; Quadrature element method
资金
- National Natural Science Foundation of China [51178036]
- 111 Project [B13002]
- Beijing Jiaotong University [2014YJS105]
- U.S. Department of Energy [CFA-14-6446]
With the assumption of infinite pile length, frequency attenuation zones of periodic pile barriers for plane waves are analyzed by the 2D periodic structure theory in the previous studies. 2D finite element models are used to validate the frequency attenuation zones obtained by the periodic structure theory, although the piles in practice are of finite length. This note aims to compare the 2D and 3D models for simulation of vibration reduction by periodic pile barriers. Based on the weak form quadrature element method, frequency attenuation zones are calculated by using the 2D periodic structure theory. Moreover, it is found that the 3D numerical results converge to the 2D numerical results as the pile length increases. Therefore, the 20 model can be used to consider the key properties that dominate the response of periodic pile barriers. (c) 2015 Elsevier Ltd. All rights reserved.
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