Bridge Damage Identification and Assessment Method Based on Strain Ratio

Author(s):  
Shu-ren Yang ◽  
Song Ding
2021 ◽  
Vol 233 ◽  
pp. 03002
Author(s):  
Zhang Yunkai ◽  
Xie Qingli ◽  
Li Guohua ◽  
Ye Yuntao

The stress and deflection effects of the line changes before and after the bridge damage are used as indicators to evaluate the bridge damage and the initial damage site. Then a method of combining information is proposed to improve the accuracy of the damage site. Three-span continuous reinforced concrete was used in the analysis. According to the test, the effectiveness of damage identification based on the damage change of the influence line and the feasibility of the damage location method based on multi-sensory information fusion are confirmed.


2018 ◽  
Vol 23 (11) ◽  
pp. 04018084 ◽  
Author(s):  
Jordan C. Weinstein ◽  
Masoud Sanayei ◽  
Brian R. Brenner

2010 ◽  
Vol 143-144 ◽  
pp. 614-618
Author(s):  
Guo Jun Liu ◽  
Yong Qing Yang ◽  
Fan Guo

This paper makes a research on dynamic fingerprints methods and model updating methods of identification theories of bridge damage. And it has a full study on and makes a comparison among the four basic theories of dynamic fingerprints and their applications in engineering, signifying the advantages and disadvantages. The general procedures of damage identification of model updating method are proposed. And finally it points out that the problems needing further studies and the directions of development in damage identification theories.


Author(s):  
Zeying Yang ◽  
Yalei Zhang ◽  
Yaping Wang ◽  
Ning Wang ◽  
Haina Cui ◽  
...  

2014 ◽  
Vol 536-537 ◽  
pp. 352-355
Author(s):  
Zhong Hui Wang

Damage alarm is an important step among structure damage identification. Its objective is to evaluate the structure health. the existing damage alarm methods are mostly based on BPNN without thinking over testing noise. Therefore, a new method based on hybrid algorithm RBFNN is proposed for structure damage alarm system in this paper. The experiment results of steel truss girder bridge show that the new method is better than BPNN for structural damage alarm.


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