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
Link To Document :
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