DocumentCode
2467487
Title
Cable tension monitoring of suspender arch bridges during cable tension adjustment stage basis on neural network algorithm
Author
Ma, Yongjun ; Bi, Haipeng
Author_Institution
Inner Mongolia Vocational & Tech. Coll. of Commun., Chifeng, China
fYear
2011
fDate
24-26 June 2011
Firstpage
5771
Lastpage
5773
Abstract
Cable tension adjustment of suspender arch bridges is the key technology during the construction stages of this bridge type. Nowadays, there are some disadvantages of different degrees in commonly used cable tension monitoring methods during cable tension adjustment stage of suspender arch bridges. Therefore, the cable tention monitoring method of suspender arch bridges during cable tension adjustment basis on neural network algorithm is proposed. Strain and displacement in specific sections of arch ribs and stiffening girders are taken as input data in this method. While the cable tension is taken as output data. During the cable tension adjustment stage of suspender arch bridges, it only needs to collect the strain and displacement in specific sections, in order to analyze the cable tension. Finally, relying on a suspender arch bridge, the formed method is verified.
Keywords
architecture; beams (structures); bridges (structures); cables (mechanical); elasticity; neural nets; structural engineering computing; supports; tensile strength; arch ribs; cable tension adjustment stage; cable tension monitoring methods; neural network algorithm; stiffening girders; suspender arch bridges; Artificial neural networks; Bridges; Communication cables; Force; Monitoring; Road transportation; Strain; cable tension; monitoring; neural network; suspender arch bridge;
fLanguage
English
Publisher
ieee
Conference_Titel
Remote Sensing, Environment and Transportation Engineering (RSETE), 2011 International Conference on
Conference_Location
Nanjing
Print_ISBN
978-1-4244-9172-8
Type
conf
DOI
10.1109/RSETE.2011.5965665
Filename
5965665
Link To Document