Effects of the axial force eccentricity on the time-variant structural reliability of aging r.c. cross-sections subjected to chloride-induced corrosion

Author:

Castaldo P.,Palazzo B.,Mariniello A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference87 articles.

1. Probabilistic evaluation of service life for reinforced concrete structures;Verma;Chin J Eng,2014

2. Technical Committee ISO/TC 98. ISO/DIS 13823: general principles on the design of structures for durability; 2008. p. 1–39.

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4. Risk-informed condition assessment of civil infrastructure: state of practice and research issues;Ellingwood;Struct Infrastruct Eng,2005

5. Nilson LO, Poulsen E, Sandberg P, Sorensen HE, Klinghoffer O. HETEK, chloride penetration into concrete state-of-the-art. Transport processes, corrosion initiation, test methods and prediction models. Technical report 1996. Report no. 53. The Danish Road Directorate. http://dx.doi.org/10.13140/RG.2.1.2771.7526.

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