Time-dependent reliability analysis for a set of RC T-beam bridges under realistic traffic considering creep and shrinkage
Author:
Affiliation:
1. LGCgE Laboratory, Lille 1 University, Villeneuve d’Ascq, France
2. Centre de modéliation, Doctoral School of Science and Technology, Beirut, Lebanon
3. Faculty of Engineering, Lebanese University, Hadath, Lebanon
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19648189.2021.1946720
Reference55 articles.
1. Report Card For America’s Infrastructure. (2013). 2013 Report Card For America’s Infrastructure. ASCE.
2. Ceb-Fip Model Code 1990. (1993). Thomas Telford.
3. Eurocodes Structuraux – Bases de Calcul Des Structures. (2003). AFNOR.
4. Bailey, S. F. (1996). Basic principles and load models for the structural safety evaluation of existing road bridges. EPFL. https://infoscience.epfl.ch/record/31945.
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