A computational framework for risk assessment of RC structures using indicators

Computer-Aided Civil and Infrastructure Engineering

Volumn 21, Issue 3, 2006, Pages 216-230

  Faber, Michael H ^a   Straub, Daniel ^a   Maes, Marc A ^b  

^a ETH ZURICH   (Switzerland)

^b UNIVERSITY OF CALGARY   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; CORROSION FATIGUE; MATHEMATICAL MODELS; PROBABILITY; RELIABILITY; RISK ASSESSMENT; STATISTICAL METHODS;

CHLORIDE-INDUCED CORROSION; COMPUTATIONAL FRAMEWORK; PROBABILISTIC MODELING; REINFORCED CONCRETE STRUCTURES;

REINFORCED CONCRETE;

CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; CORROSION FATIGUE; MATHEMATICAL MODELS; PROBABILITY; REINFORCED CONCRETE; RELIABILITY; RISK ASSESSMENT; STATISTICAL METHODS;

CORROSION; MODELING; PROBABILITY; REINFORCED CONCRETE; RISK ASSESSMENT; STRUCTURAL ANALYSIS;

EID: 33646000827     PISSN: 10939687     EISSN: 14678667     Source Type: Journal    
DOI: 10.1111/j.1467-8667.2006.00429.x     Document Type: Article

References (24)

1. Alsalam, N., Beider, P., Gramp, K. & Webre, P. (1998), How Federal Spending for Infrastructure and Other Public Investments Affects the Economy, CBO's Health and Human Resources, Natural Resources and Commerce and Budget Analysis Divisions.
2. DuraCrete (2000), Statistical Quantification of the Variables in the Limit State Functions, The European Union, Brite EuRam III, contract BRPR-CT95-0132, Project BE95-1347, Report no. BE95-1347/R7, May 2000.
3. Engelund, S., Sørensen, J. D. & Sørensen, B. (1999), Evaluation of repair and maintenance strategies for concrete coastal bridges on a probabilistic basis, ACI Materials Journal, 96 (2), 160-6.
4. Faber, M. H. (1997), Risk based structural maintenance planning, Probabilistic Methods for Structural Design, The Netherlands, Kluwer, 1997, pp. 377-402.
5. Faber, M. H. (2003), Uncertainty modeling and probabilities in engineering decision analysis, Proceedings of OMAE'03 22nd International Conference on Offshore Mechanics and Arctic Engineering, Cancun, Mexico, OMAE2003-37217.
6. Faber, M. H. & Gehlen, C. (2002), Probabilistischer Ansatz zur Beurteilung der Dauerhaftigkeit von bestehenden Stahlbetonbauten, Journal of Beton- und Stahlbetonbau, 97 (8), ISSN 0005-9900, pp. 421-9.
7. Faber, M. H. & Rostam, S. (2001), Durability and service life of concrete structures - The owners perspective, IABSE, International Conference Safety, Risk, Reliability - Trends in Engineering, St. Julians, Malta, March 21-23, 2001.
8. Faber, M. H. & Sørensen, J. D. (2002), Indicators for inspection and maintenance planning of concrete structures, Structural Safety, 24, 377-96.
9. Faber, M. H., Engelund, S., Sørensen, J. D. & Bloch, A. (2000), Simplified and generic risk based inspection planning, Proceedings of the OMAE 2000 Conference, New Orleans.
10. Hergenröder, M. (1992), Zur Statistischen Instandhaltungsplannung für Bestehende Bauwerke bei Karbonatisierung des Betons und möglicher Korrosion der Bewehrung, Berichte aus dem Konstruktiven Ingenieurbau, TU München, 4/92, 1992. (In German.)
11. Hetek, Nielsson, L-O., Poulsen, E., Sandberg, P., Sorensen, H. E. & Klinghofer, O. (1996), Chloride Penetration into Concrete, State of the Art, Transport Processes, Corrosion Initiation, Test Methods and Prediction Models, The Road Directorate, Denmark, Report No. 53, 1996.
12. Johnsen, T. H., Geiker, M. R. & Faber, M. H. (2003), Quantifying condition indicators for concrete structures, Concrete International, 25 (12), 49-56.
13. LCC03 (2003), Conclusions, Proceedings of the Joint JCSS, fib and LCC03 Workshop, EPFL, Lausanne, Switzerland, March 24-26, 2003.
14. Lentz, A. (2001), Potentialmessungen zur Unterhaltungsplanung bei Stahlbetonbauten. M.Sc.-Thesis, Institute of Structural Engineering, Swiss Federal Institute of Technology, in German.
15. Lentz, A., Johnsen, T. H. & Faber, M. H. (2002), Half-cell potential measurement for condition assessment, in Proceedings of the First International Conference on Bridge Maintenance, Safety and Management IABMAS 2002, Barcelona.
16. Madsen, H. O., Krenk, S. & Lind, N. C. (1986), Methods of Structural Safety, Prentice-Hall, Englewood Cliffs, NJ.
17. Maes, M. A. (2003), Modelling infrastructure deterioration risks, International Journal of Modelling and Simulation, 23 (1), 43-51.
18. Malioka, V. & Faber, M. H. (2003), Condition indicators for inspection and maintenance planning, Proceedings of ICASP, San Francisco.
19. Malioka, V. & Faber, M. H. (2004), Modeling of the spatial variability for concrete structures, Proceedings of IABMAS 2004, Kyoto
20. Sterritt, G., Chryssanthopoulos, M. K. & Shetty, N. K. (2001), Reliability based inspection planning for RC highway bridges, Proceedings of IABSE Conference on Safety, Risk and Reliability, Malta.
21. Stewart, M. G. (2004), Spatial variability of pitting corrosion and its influence on structural fragility and reliability of RC beams in flexure, Structural Safety, 26, 453-70.
22. Stewart, M. G., Faber, M. H. & Gehlen, C. (2003), Temporal and spatial aspects of probabilistic corrosion models, Proceedings of the Joint JCSS, fib and LCC03 Workshop, EPFL, Lausanne, pp. 183-93.
23. Vu, K. A. T. & Stewart, M. G. (2002), Spatial variability of structural deterioration and service life prediction of reinforced concrete bridges, in First International Conference on Bridge Maintenance, Safety and Management, IABMAS 2002, Barcelona.
24. Wicki, R., Malioka, V. & Faber, M. H. (2003), Condition indicators for inspection and maintenance planning, Proceedings of the Joint JCSS, fib and LCC03 Workshop, EPFL, Lausanne.