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
Link To Document :
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