Investigation on vibration reduction effects of a new vibration isolation module for pier foundation

被引:0
|
作者
Ma, Zhaoxia [1 ,2 ]
Xie, Weiping [1 ]
Yan, Guangcai [3 ]
机构
[1] Wuhan Univ Technol, Sch Civil Engn & Architecture, Wuhan 430070, Peoples R China
[2] Hubei Univ Technol Engn & Technol Coll, Wuhan, Peoples R China
[3] Wuhan Univ, Zhongnan Hosp, Wuhan, Peoples R China
来源
PROGRESS IN STRUCTURE, PTS 1-4 | 2012年 / 166-169卷
关键词
Vibration isolation module; vibration isolation; peak acceleration; vibration level;
D O I
10.4028/www.scientific.net/AMM.166-169.1574
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents a new vibration isolation module which is set somewhere out of pier footings of footbridges. The isolation vibration effect of the vibration isolation module was analysed by means of experiment and FEM analysis. The attenuation decibels of the vibration strength were measured and researched under various working conditions. Making use of the finite element program, the new vibration isolation module was simulated and calculated. That the calculated results were in good agreement with the measured ones indicated the reliability of the numerical model. The simulation and measured results suggest that vibration reduction effects are satisfactory. The results can provide reference for vibration attenuation and vibration isolation of footbridges.
引用
收藏
页码:1574 / +
页数:2
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