Durability aspects of probabilistic ultimate limit state design

Heron

Volumn 44, Issue 1, 1999, Pages 19-29

  Vrouwenvelder, Ton ^a   Schießl, Peter ^a  

^a NONE

Author keywords

[No Author keywords available]

Indexed keywords

CALCULATIONS; CHLORINE COMPOUNDS; DETERIORATION; DURABILITY; PROBABILITY; STRUCTURAL DESIGN;

CHLORIDE INGRESS; DETERIORATION EFFECTS; LIMIT STATE FORMULATION; REINFORCED CONCRETE DESIGN;

REINFORCED CONCRETE;

EID: 0032593550     PISSN: 00467316     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (8)

1. Eurocode 1, Basis of Design and Actions, Part I Basis of Design, European prestandard ENV 1991-1, CEN, September 1994
2. Background Documentation, Eurocode 1 (ENV 1991), Part 1: Basis of Design, JCSS-Joint Committee on Structural Safety, Project Team Eurocode 1, Working Document No. 94, March 1996
3. General principles on reliability of structures. Draft International Standard ISO/DIS 2394, ISO, 1996.
4. BAMFORTH, P.B., CHAPMAN-ANDREWS, J., 1994, Long term performance of RC elements under UK coastal conditions, Proc. International Conference on Corrosion and Corrosion Protection of Steel in Concrete, University of Sheffield, 24-29 July, 139-156
5. SCHIEBL, P. (ed.), Corrosion of steel in concrete, Rilem report of Technical Committee 60-CSC, published by Chapman and Hall, London, 1988
6. SIEMES, A, R. POLDER, H. DE VRIES, Design of concrete structures for durability. Example: chloride penetration in the lining of a bored tunnel, Heron 1998-4
7. SØRENSEN J.D., I.B. KROON, M.H. FABER, Optimal Reliability-Based Code Calibration, Structural Safety 15 (1994) pp. 197-208, Elsevier
8. MADSEN H.O., S. KRENK, N.C. LIND, Methods of Structural Safety, 1986 Prentice Hall.