Correlation-Based Estimation Method for Cable-Stayed Bridge Girder Deflection Variability under Thermal Action
Thermal actions have a great influence on the girder deflection variability of long-span cable-stayed bridges. The main objective of this study is to investigate the variability of the bridge girder deflection under thermal actions. A monitoring-based analysis of thermal actions and temperature-induced bridge girder deflection for a combined highway and railway cable-stayed bridge has been carried out; the correlation between the girder deflections at different positions is analyzed; a detailed analysis on the correlation between the structural temperature and the girder deflections has also been performed. Furthermore, the double thresholds with a specific probability for the deflection estimates are proposed. It is revealed that a strong linear relationship exists between the structural temperature and girder deflections. The proposed method can provide good estimates of the bridge girder deflections based on long-term monitoring temperature data.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/08873828
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Supplemental Notes:
- ©2018 American Society of Civil Engineers.
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Authors:
- Yang, Dong-Hui
- Yi, Ting-Hua
- Li, Hong-Nan
- Zhang, Yu-Feng
- Publication Date: 2018-10
Language
- English
Media Info
- Media Type: Web
- Features: References;
- Pagination: 04018070
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Serial:
- Journal of Performance of Constructed Facilities
- Volume: 32
- Issue Number: 5
- Publisher: American Society of Civil Engineers
- ISSN: 0887-3828
- Serial URL: http://ascelibrary.org/toc/jpcfev/27/1
Subject/Index Terms
- TRT Terms: Cable stayed bridges; Deflection; Girder bridges; Long span bridges; Structural health monitoring; Temperature measurement; Thermal stresses
- Subject Areas: Bridges and other structures; Highways; Maintenance and Preservation; Railroads;
Filing Info
- Accession Number: 01679618
- Record Type: Publication
- Files: TRIS, ASCE
- Created Date: Aug 29 2018 9:31AM