DocumentCode
3218997
Title
Ambient vibration induced by spatial coupled vibration of vehicle-track-bridge system and isolating measures
Author
Yuan, Zhang
Author_Institution
Coll. of Archit. & Storage Eng., China Univ. of Pet. (Huadong), Qingdao, China
fYear
2011
fDate
22-24 April 2011
Firstpage
5710
Lastpage
5713
Abstract
In this paper, vibration induced by spatial coupled vibration of vehicle-track-bridge system of urban rail transportation is transferred to the basement of buildings by ambient soil, it causes the vibration of the buildings. Aiming at this problem, a model for spatial coupled vibration of vehicle track-bridge system is established firstly, the reactions at bottom of bridge piers are obtained by random vibration analysis. Then a three-dimension finite element model of soil-building system is established, the vibration of ambient soil and surrounding building are numerically analyzed. At last vibration isolation trench is added to the model, the effect of vibration isolation is analyzed. Through numerical analysis, it shows that the effect of vibration isolation is obvious.
Keywords
bridges (structures); finite element analysis; geotechnical engineering; rails; railways; structural engineering; vibration isolation; vibrations; ambient soil; ambient vibration; bridge piers; building vibration; isolating measures; numerical analysis; random vibration analysis; soil-building system; spatial coupled vibration; three-dimension finite element model; urban rail transportation; vehicle-track-bridge system; vibration isolation trench; Acceleration; Analytical models; Bridges; Buildings; Finite element methods; Soil; Vibrations; ambient vibration; spatial coupled vibration; vehicle-track-bridge system; vibration isolation trench;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5774412
Filename
5774412
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