DocumentCode
518472
Title
Notice of Retraction
The review for seismic response process simulation of continuous beam bridge
Author
Zeyu Wu ; Fuming Wang
Author_Institution
North China Univ. of Water Resources & Electr. Power, Zhengzhou, China
Volume
6
fYear
2010
fDate
16-18 April 2010
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.
The sliding bearings mechanical properties of continuous beam bridge are usually calculated according to binding form. During the earthquake process, binding form is actually changing. Therefore, the role of sliding bearing and continuous girder bridge stiffness are constantly varying. Through the whole process of earthquake analysis, it can be a clear understanding on sliding bearing of seismic changes in real-time, mastering the process of structural stiffness variation on the impact of the earthquake. Calculation of the fixed bearing pier force performance and to provide a basis for structural design is very important. Use of random vibration theory and the support element simulation of bearing, it can really compute the whole process of earthquake response of continuous bridge.
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.
The sliding bearings mechanical properties of continuous beam bridge are usually calculated according to binding form. During the earthquake process, binding form is actually changing. Therefore, the role of sliding bearing and continuous girder bridge stiffness are constantly varying. Through the whole process of earthquake analysis, it can be a clear understanding on sliding bearing of seismic changes in real-time, mastering the process of structural stiffness variation on the impact of the earthquake. Calculation of the fixed bearing pier force performance and to provide a basis for structural design is very important. Use of random vibration theory and the support element simulation of bearing, it can really compute the whole process of earthquake response of continuous bridge.
Keywords
beams (structures); bridges (structures); design engineering; earthquake engineering; elasticity; machine bearings; sliding friction; structural engineering; supports; continuous beam bridge; continuous girder bridge stiffness; earthquake response; fixed bearing pier force; random vibration theory; seismic response process simulation; sliding bearing; structural design; structural stiffness variation; support element simulation; Bridges; Earthquakes; Frequency conversion; Friction; Mechanical factors; Random processes; Rubber; Structural beams; Vibrations; Water resources; apparent wave effect; bearing; coherent effect; local effect;
fLanguage
English
Publisher
ieee
Conference_Titel
Computer Engineering and Technology (ICCET), 2010 2nd International Conference on
Conference_Location
Chengdu
Print_ISBN
978-1-4244-6347-3
Type
conf
DOI
10.1109/ICCET.2010.5486277
Filename
5486277
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