A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Assessment of the Reliability Profiles for Concrete Bridges
In this paper calculation of reliability profiles is discussed. ULS as well as SLS limit states are formulated. Corrosion due to chloride penetration is the considered deterioration mechanism. Three models for corrosion are formulated. A definition of service lifetime for concrete bridges is presented and discussed. The proposed method of calculating reliability profiles is illustrated on an exiting U.K. bridge.
Assessment of the Reliability Profiles for Concrete Bridges
In this paper calculation of reliability profiles is discussed. ULS as well as SLS limit states are formulated. Corrosion due to chloride penetration is the considered deterioration mechanism. Three models for corrosion are formulated. A definition of service lifetime for concrete bridges is presented and discussed. The proposed method of calculating reliability profiles is illustrated on an exiting U.K. bridge.
Assessment of the Reliability Profiles for Concrete Bridges
Thoft-Christensen, Palle (author)
1998-01-01
Thoft-Christensen , P 1998 , Assessment of the Reliability Profiles for Concrete Bridges . Structural Reliability Theory , no. 183 , vol. R9823 , Dept. of Building Technology and Structural Engineering , Aalborg .
Book
Electronic Resource
English
Assessment of the reliability profiles for concrete bridges
| Online Contents | 1998
Assessment of the reliability profiles for concrete bridges
| British Library Conference Proceedings | 1998
Reliability profiles for concrete bridges
| British Library Conference Proceedings | 1996
Reliability assessment of existing concrete bridges
| British Library Conference Proceedings | 1996