DocumentCode
3253604
Title
Finite element analysis of reducing the high-speed railway vibration effect on environment with open trench
Author
Yan Shuwang ; Wei Qiuchen ; Lei Changshun
Author_Institution
Sch. of Civil Eng., Tianjin Univ., Tianjin, China
fYear
2011
fDate
22-24 April 2011
Firstpage
3177
Lastpage
3180
Abstract
The high-speed railway vibration effect on environment is more and more concerned in recent years. Technical measurements are needed to minimize the damage to the environment, which is caused by the new transportation vehicle. It has been improved that the open trench can be used for this purpose because of its easy construction and the relatively good isolation effects. The finite-element software ABAQUS is adopted to analyze the open trench isolation effects. In order to simulate the semi-infinite space of soil condition, the infinite element and visco-elastic boundary is used in this model. The parameter ARF is introduced in the calculation procedure. The reduction effect of different factors which influence resulting vibration reduction, such as the depth, the width, the location of the trench and the frequency of the vibration load are also discussed. The obtained approaches can be referred by the designer in this area.
Keywords
finite element analysis; geotechnical engineering; railways; soil; vibration isolation; viscoelasticity; ABAQUS software; damage minimization; finite element analysis; high-speed railway vibration effect reduction; infinite element boundary; open trench isolation effects; soil condition semiinfinite space; technical measurements; transportation vehicle; viscoelastic boundary; Civil engineering; Educational institutions; Finite element methods; Presses; Radio frequency; Rail transportation; Vibrations; ABAQUS; infinite element; isolation; open trench; visco-elastic;
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.2011.5776072
Filename
5776072
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