DocumentCode
3245795
Title
Structural rehabilitation of existing box arch bridges
Author
Peng, Wei ; Sheng, Chang
Author_Institution
Ningbo Inst. of Technol., Zhejiang Univ., Ningbo, China
fYear
2011
fDate
22-24 April 2011
Firstpage
2594
Lastpage
2597
Abstract
According to the project status of reinforced concrete arch bridges, such as arch sinking, concrete cracking, severely damaged building above the arch, and the overall stiffness degradation, Static, dynamic and stability effects of various rehabilitation ways were comparatively analyzed, which includes strengthening top plate, strengthening top plate and bottom plate together, changing buildings above the arch. The results show that the strengthening way of changing building above the arch can improve the static performance of the bridge, the way of thickening the top plate of the box arch can improve the dynamic and stability properties.
Keywords
bridges (structures); maintenance engineering; mechanical stability; plates (structures); reinforced concrete; box arch bridges; buildings; plate; reinforced concrete arch bridges; stability; strengthening; structural rehabilitation; Bridges; Concrete; Iron; Planning; Stability analysis; Transportation; box arch bridge; load test; structural rehabilitation;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5775699
Filename
5775699
Link To Document