Wave Propagation and Vibration Isolation in Soils

被引:1
作者
Celebi, Erkan [1 ]
机构
[1] Sakarya Univ, Fac Engn, Dept Civil Engn, Sakarya, Turkey
来源
PROCEEDINGS OF 3RD INTERNATIONAL SUSTAINABLE BUILDINGS SYMPOSIUM (ISBS 2017), VOL 2 | 2018年 / 7卷
关键词
Wave propagation; Vibration isolation; Dynamic load; Absorbing boundary; Finite element analysis; BARRIERS; TRENCHES;
D O I
10.1007/978-3-319-64349-6_41
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The goal of this study is to deal with the modelling and calculation of the ground-borne vibrations and the effect of the wave propagation on foundation response with emphasis on vibration screening systems. Herein, ANSYS FEM software program was used to simulate vibratory source induced wave propagation and dynamic foundation-soil interaction problem. Extensive parametric investigations on the screening performance of open and in-filled trench barriers have been done for both active and passive isolation cases. The obtained results are important for structural engineers since provide practical information and methods about the dissipation of the strong vibration energy.
引用
收藏
页码:519 / 525
页数:7
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