DocumentCode
2464113
Title
Research on the safety performance evaluation of existing reinforced concrete double-curvature arch bridge
Author
Yin, Haijun ; Li, Qingning ; Yuan, Guangyao
Author_Institution
Sch. of Civil Eng., Xi´´an Univ. of Archit. & Technol., Xi´´an, China
fYear
2011
fDate
24-26 June 2011
Firstpage
5266
Lastpage
5270
Abstract
According to the finite element method, the bridge design code and bridge capacity assessment standards, necessary theoretic analysis calculation and in-site test have been carried out for major bearing components through establishing effective structure analysis mechanical model, which is based on bridge damage survey and mechanical properties. These calculation and in-site test can evaluate the bearing capacity of bridge structure comprehensively. It is an effective tool to evaluate the safety property of bridge structure by combining theoretical analysis calculation and in-site test. Therefore, the result based on this combined method has not only theoretical meaning but engineering practical value.
Keywords
bridges (structures); condition monitoring; design; mechanical testing; performance evaluation; reinforced concrete; safety; structural engineering; bridge capacity assessment standard; bridge damage survey; bridge design code; bridge structure safety property; finite element method; reinforced concrete double curvature arch bridge; safety performance evaluation; structure analysis mechanical model; theoretical analysis calculation; Bridges; Concrete; Finite element methods; Frequency measurement; Safety; Vibration measurement; Vibrations; Carrying capacity; Double-curvature arch bridge; Finite element; Safety evaluation;
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.2011.5965501
Filename
5965501
Link To Document