Probabilistic capacity models and seismic fragility estimates for RC columns subject to corrosion-Reference-Cited by-同舟云学术

Probabilistic capacity models and seismic fragility estimates for RC columns subject to corrosion

Published:2008-03 Issue:3 Volume:93 Page:383-393
ISSN:0951-8320
Container-title:Reliability Engineering & System Safety
language:en
Short-container-title:Reliability Engineering & System Safety

Author:

Choe Do-Eun,Gardoni Paolo,Rosowsky David,Haukaas Terje

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Safety, Risk, Reliability and Quality

Reference21 articles.

1. Corrosion of Steel in Concrete Swedish;Tuutti,1982

2. Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures;Liu;ACI Materials Journal,1998

3. Assessment of the reliability of concrete slab bridges reliability and optimization of structural systems;Thoft-Christensen,1997

4. Thoft-Christensen P. Corrosion and Cracking of Reinforced Concrete Life-Cycle Performance of Deteriorating Structures, 2003. p. 26–36.

5. DuraCrete. Statistical Quantification of the Variables in the Limit State Functions. The European Union Brite EuRam 3 contract BRPR-CT95-0132 Project BE95-1347 Report no BE95-1347/R7 May 2000.

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