Probabilistic Life-Cycle Analysis of Deteriorating Structures under Multiple Performance Constraints
Author:
Affiliation:
1. Department of Civil, Environmental, and Architectural Engineering, University of Colorado, Boulder, CO 80309-0428
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/40700%282004%2911
Reference12 articles.
1. Frangopol D.M. (1998). "A probabilistic model based on eight random variables for preventive maintenance of bridges " Presented at the Progress Meeting "Optimum Maintenance Strategies for Different Bridge Types " Highways Agency London U.K. November.
2. Frangopol D.M. and Neves L.A.C. (2003a). "Probabilistic performance prediction of deteriorating structures under different maintenance strategies: condition safety and cost." Life-Cycle Performance of Deteriorating Structures: Assessment Design and Management D.M. Frangopol E. Brühwiler M.H. Faber and B. Adey eds. ASCE Reston Virginia 9-18.
3. Life-cycle maintenance strategies for deteriorating structures based on multiple probabilistic performance indicators;Frangopol D.M.;Proceedings of the Second International Structural Engineering and Construction Conference, ISEC-02, Rome, Italy,2003
4. Reliability-Based Life-Cycle Management of Highway Bridges
5. Kececioglu D. (1995). Maintainability Availability & Operational Readiness Engineering Prentice-Hall New Jersey.
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