DocumentCode
526600
Title
Notice of Retraction
Embankment wind velocity field and traffic safety under the influence of sudden cross-wind
Author
Peng Hu ; Xiaodong Pan
Author_Institution
Civil Eng. Dept., Shandong Jiaotong Univ., Jinan, China
Volume
8
fYear
2010
fDate
9-11 July 2010
Firstpage
606
Lastpage
609
Abstract
Notice of Retraction
After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.
We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.
The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.
In order to analyze the influence of embankment on wind velocity field and vehicle dynamic responses under the influence of sudden cross-wind, Finite element models of different height embankments are built to analyze wind velocity field, and wind velocity on different height of left travel lane is computed. Then two degree of freedom vehicle model is established to analyze vehicle dynamic responses as cross-wind happened suddenly. The results show height of embankment have great influence on embankment wind velocity of travel lane, wind velocity have great influence on vehicle dynamic response which may cause traffic accidents.
After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.
We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.
The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.
In order to analyze the influence of embankment on wind velocity field and vehicle dynamic responses under the influence of sudden cross-wind, Finite element models of different height embankments are built to analyze wind velocity field, and wind velocity on different height of left travel lane is computed. Then two degree of freedom vehicle model is established to analyze vehicle dynamic responses as cross-wind happened suddenly. The results show height of embankment have great influence on embankment wind velocity of travel lane, wind velocity have great influence on vehicle dynamic response which may cause traffic accidents.
Keywords
finite element analysis; road traffic; road vehicles; safety; wind; embankment wind velocity field; finite element models; sudden cross-wind; traffic safety; vehicle dynamic responses; Educational institutions; Vibration measurement; finite element; traffic safety; two degree of freedom; vehicle dynamic response; vehicle model; wind velocity field;
fLanguage
English
Publisher
ieee
Conference_Titel
Computer Science and Information Technology (ICCSIT), 2010 3rd IEEE International Conference on
Conference_Location
Chengdu
Print_ISBN
978-1-4244-5537-9
Type
conf
DOI
10.1109/ICCSIT.2010.5564683
Filename
5564683
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