Time varying risk modeling of deteriorating bridge infrastructure for sustainable infrastructure design

Bridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference on Bridge Maintenance, Safety and Management

Volumn , Issue , 2010, Pages 2501-2508

  Rao, A S ^a   Lepech, M D ^a   Kiremidjian, A S ^a   Sun, X Y ^b  

^a STANFORD UNIVERSITY   (United States)

^b ZHEJIANG UNIVERSITY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

ASSESSMENT MODELS; BRIDGE INFRASTRUCTURE; COMPREHENSIVE ASSESSMENT; CONCRETE CRACKS; CRACKED CONCRETES; FRAGILITY CURVES; HAZARD MODELS; IMPROVED MODELS; INFRASTRUCTURE SYSTEMS; PROBABILITY OF FAILURE; REINFORCED CONCRETE COLUMN; REINFORCED CONCRETE ELEMENTS; REINFORCING STEELS; RISK MODELING; SEISMIC EVENT; SEISMIC FRAGILITY; SEISMIC RISK; STRUCTURAL DETERIORATION; SUSTAINABLE INFRASTRUCTURE; TIME VARYING; TIME-DEPENDENT; TIME-DEPENDENT DETERIORATION; URBAN INFRASTRUCTURE;

CHLORINE COMPOUNDS; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; DETERIORATION; HAZARDS; MAINTENANCE; PITTING; REINFORCED CONCRETE; SEISMIC DESIGN; SEISMOLOGY;

BRIDGES;

EID: 84863032042     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (37)

1. ATC (1985) "Earthquake Damage Evaluation Data for California." Report No. ATC-13, Applied Technology Council
2. Basoz, N. and Kiremidjian, A. S. (1997). "Evaluation of Bridge Damage Data From the Loma Prieta and Northridge, CA Earthquakes." Report No. MCEER-98-0004, MCEER.
3. Bentz D.P., Clifton J.R., Snyder K.A. (1996) Predicting service life of chloride-exposed steel-reinforced concrete. Concrete International 18(12):42-7.
4. Cairns J., Plizzari G.A., Du Y., Law D.W., Franzoni C. (2005) Mechanical properties of corrosion-damaged reinforcement. ACI Materials Journal.102(4):256-64.
5. Choe, D-E, Gardoni, P., Rosowsky, D., Hauaas, T. (2008) Probabalistic capacity models and seismic fragility estimates for RC columns subject to corrosion Reliability Engineering and System Safety 93(3):383-393
6. Darmawan, M.S., Stewart, M.G. (2007) Spatial time-dependent reliability analysis of corroding pretensioned prestressed concrete bridge girders. Structural safety 29:16-31.
7. Der Kiureghian, A. (2002). "Bayesian Methods for Seismic Fragility Assessment of Lifeline Components." Acceptable Risk Processes: Lifelines and Natural Hazards, Monograph No. 21, A. D. Kiureghian, ed., Technical Council on Lifeline Earthquake Engineering, ASCE, Reston VA USA.
8. Elnashai, A., Borzi, B., Vlachos, S. (2004). Deformation-Based Vulnerability Functions for RC Bridges. Structural Engineering and Mechanics, 17(2):215-244.
9. Enright, M.P., Frangopol, D.M. (1998) Probabalistic analysis of resistance degradation of reinforced concrete bridge beams under corrosion Engin Structures 20(11):960-971
10. Fang, C., Lundgren, K., Chen, L., Zhu, C. (2004) Corrosion influence on bond in reinforced concrete Cement and Concrete Research 34(11):2159-2167
11. Frangopol D.M., Lin K-Y, Estes A.C. (1997) Reliability of reinforced concrete girders under corrosion attack. Journal of Structural Engineering, ASCE 123(3):286-97
12. Ghosh, J., Padgett, J. (2009) Multi-hazard consideration of seismic and aging threats to bridges Don't Mess with Structural Engineers Proceedings of the 2009 Structures Congress Reston, MD: American Society of Civil Engineers
13. Gonzalez J.A., Andrade C., Alonso C., Feliu S. (1995) Comparison of rates of general corrosion and maximum pitting penetration on concrete embedded steel reinforcement. Cement and Concrete Research 25(2):257-64.
14. Huang, H. Liu, J. B and Chiu, Y-H. (2001). "Seismic Fragility analysis of Highway Bridges", Report No. MAEC RR-4, Mid-America Research Center.
15. Kim, S-H., and Feng, M. (2003). "Fragility Analysis of Bridges Under Ground Motions with Spatial Variation", Int. J. of Non-Linear Mechanics, 38(5):705-725.
16. Krawinkler, H., Medina, R., and Alavi, B., (2003) "Seismic drift and ductility demands and their dependence on ground motions," J. of Engineering Structures 25(5):637-653.
17. Kumar, R., Gardoni, P., Sanchez-Silva, M. (2009) Effect of cumulative seismic damage and corrosion on the life cycle cost of reinforced concrete bridges Earthquake Engineering and Structural Dynamics 38:887-905
18. Kwon, O-S,Elnashai, A.S. (2010). "Fragility Analysis of A Highway Over-Crossing Bridge with Consideration of Soil- Structure Interactions", Struc and Inf Engin 6(1-2):159-178.
19. Liu Y., Weyers R.E. (1996) Time to cracking for chlorideinduced corrosion in reinforced concrete. In: Page C.L., Bamforth P.B., Figg J.W., eds. Corrosion of reinforcement in concrete construction. Cambridge (UK): Royal Society of Chemistry, p. 88-104.
20. Middleton C.R., Hogg V. (1998) Review of deterioration models used to predict corrosion in reinforced concrete structures (CUED/D D STRUCT/TR.173). Cambridge Univ.
21. NBI (2005) "United States National Bridge Inventory" Federal Highway Administration, Washington DC
22. Neville A. (1995) Chloride attack of reinforced concrete: an overview. Materials and Structures 28:63-70.
23. OpenSees Development Team (2009) "OpenSees: Open System for Earthquake Engineering Simulations," Version 2.1.0, Berkeley, CA
24. Rodriguez J., Ortega L.M., Casal J. (1997) Load carrying capacity of concrete structures with corroded reinforcement. Construction Building Materials 11(4):239-48.
25. Shinozuka, M. Banergee, S. and Kim, S-H. (2007). "Statistiacla and Mechanistic Fragility Analysis of Concrete Bridges", Report No MCEER-07-0015, MCEER.
26. Stewart M.G. (2004) Spatial variability of pitting corrosion and its influence on structural fragility and reliability of RC beams in flexure. Structure Safety. 26:453-70.
27. Stewart M.G., Rosowsky D.V. (1998) Time-dependent reliability of deteriorating reinforced concrete bridge decks. Structural Safety 20(1):91-109
28. Stewart, M.G., Al-Harthy, A. (2008) Pitting corrosion and structural reliability of corroding RC structures: Experimental data and probabilistic analysis. Reliability Engineering and System Safety 93:373-382
29. Thoft-Christen P., Jensen, F. M., Middleton, C. R., Blackmore, A. (1997) "Assessment of the reliability of concrete slab bridges". Int. Conference of Reliability and Optimization of Structural Systems. Oxford, England. p.321-328.
30. Torres-Acosta A.A., Martinez-Madrid M. (2003) Residual life of corroding reinforced concrete structures in marine environment. J. of Mat. in Civil Engin ASCE 15(4):344-53.
31. Tuutti K. (1982) Corrosion of steel in concrete. Stockholm: Swedish Cement and Concrete Research Institute
32. Val D., Stewart M.G., Melchers R.E. (1998) Effect of reinforcement corrosion on reliability of highway bridges. Engineering Structures 20(11):1010-19
33. Val D.V., Melchers R.E. (1997) Reliability of deteriorating RC slab bridges. J. of Struct Engin ASCE 123(12):1638-44.
34. Vu, K.A.T, Stewart, M.G. (2001) Cracking and spalling reliability analysis considering spatial variability for reinforced concrete structures Corotis et al. (eds.) Structural Safety and Reliability Lisse:Swets and Zietlinger
35. Vu, S., Stewart, M. (2000) Structural Reliability of Concrete Bridges Including Improved Chloride-Induced Corrosion Models. Structural Safety 22:313-333
36. Wang, X., Liu, X. (2004) Modeling bond strength of corroded reinforcement without stirrups Cement and Concrete Research 34(8):1331-1339
37. Wehbe, N., M. Saiidi, and D.H. Sanders, (1997) "Effects of Confinement and Flares on the Seismic Performance of Reinforced Concrete Bridge Columns," Dep of Civil & Env Engin, Univ of Nevada, Reno, Report No. CCEER-97-2