Title :
Notice of Retraction
Dynamic characteristic and damage diagnosis of inclined column ancient bridge
Author :
Zhang Yan ; Tan Pei
Author_Institution :
Archit. Eng. Coll., Shanghai Normal Univ., Shanghai, China
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.
Make simulation analysis and damage diagnosis for inclined column ancient bridge based on the finite element modeling and on-site dynamics experiment. Establish the finite element models of the inclined support bridge (YuQing Bridge) and the upright support bridge (a reference bridge), respectively,and make modal analysis and seismic Time-History analysis. Finally, comparing the calculation results with pulsation experiment, it gets that the dynamic characteristics of this inclined support bridge are superior to those of upright support bridge. And the torsional rigidity damages of the inclined support bridge have already existed.
Keywords :
bridges (structures); condition monitoring; finite element analysis; maintenance engineering; modal analysis; shear modulus; torsion; bridge health monitoring; damage diagnosis; finite element modeling; inclined column ancient bridge; modal analysis; time-history analysis; torsional rigidity damages; Bridges; Lead; Monitoring; Nickel; Finite element simulation; modal analysis; pulsation experiment; structure diagnosis;
Conference_Titel :
Computer Application and System Modeling (ICCASM), 2010 International Conference on
Conference_Location :
Taiyuan
Print_ISBN :
978-1-4244-7235-2
DOI :
10.1109/ICCASM.2010.5622494
