DocumentCode
3046722
Title
Seismic performance under environment corrosion for curved beam bridges with high piers
Author
Lv, Haixia ; Teng, Jun ; Zou, Dujian
Author_Institution
Shenzhen Grad. Sch., Harbin Inst. of Technol., Shenzhen, China
fYear
2011
fDate
26-28 July 2011
Firstpage
1693
Lastpage
1696
Abstract
Dynamic response under rare earthquakes of the small radius curved beam bridges with high piers under environment corrosion are studied and compared with the cases without corrosion in this paper by time history analysis method based on an actual project. The influence of pier-height and the environment corrosion on the seismic performance of bridges during the service life are studied, and the cumulative damage of piers is discussed.
Keywords
beams (structures); bridges (structures); corrosion; earthquake engineering; dynamic response; environment corrosion; high piers; pier cumulative damage; pier height; rare earthquakes; seismic performance; service life; small radius curved beam bridges; time history analysis; Bridges; Concrete; Corrosion; Earthquakes; Plastics; Steel; Strain; curved beam bridges; enviroment corrosion; high piers; seismic performance;
fLanguage
English
Publisher
ieee
Conference_Titel
Multimedia Technology (ICMT), 2011 International Conference on
Conference_Location
Hangzhou
Print_ISBN
978-1-61284-771-9
Type
conf
DOI
10.1109/ICMT.2011.6002907
Filename
6002907
Link To Document