Technical Papers
Jan 27, 2016

Discrete Markov Approach for Building Component Condition, Reliability, and Service-Life Prediction Modeling

Publication: Journal of Performance of Constructed Facilities
Volume 30, Issue 5

Abstract

Condition indexes have been developed to measure building component condition degradation due to age, use, and deterioration in support of asset management tasks related to work identification, planning, and prioritization. With the development of these indexes, a vast amount of condition index data have been collected for a wide range of components in buildings of varying type, use, and geographic location. The U.S. Department of Defense has implemented a standardized condition-assessment approach applied to thousands of Department-owned buildings, resulting in a vast condition index dataset to support more in-depth study of building component condition and reliability. This paper explores the existing data and develops a rigorous definition of the relationship between component condition, failure, and reliability. Presented is an approach using Markov transition probabilities to analyze the existing component condition datasets. This approach provides an improved method for predicting future condition index values based on past inspection results that are not based solely on inputs traditionally prone to error, such as component age and expected service life. It also results in a reliability metric that relates to a component’s probability of failure, providing a much needed measure to manage risk.

Get full access to this article

View all available purchase options and get full access to this article.

References

Agrawal, A. K., Kawaguchi, A., and Chen, Z. (2010). “Deterioration rates of typical bridge elements in New York.” J. Bridge Eng., 419–429.
Baik, H. S., Jeong, H. S., and Abraham, D. M. (2006). “Estimating transition probabilities in Markov chain-based deterioration models for management of wastewater systems.” J. Water Resour. Plann. Manage., 15–24.
Bogdanoff, J. L. (1978). “A new cumulative damage model: Part 1.” J. Appl. Mech., 45(2), 246–250.
BUILDER version 3.1 [Computer software]. U.S. Army Corps of Engineers, Champaign, IL.
Charette, R. P., and Marshall, H. E. (1999). “UNIFORMAT II elemental classification for building specifications, cost estimating, and cost analysis.” U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, Gaithersburg, MD.
Craig, B. A., and Sendi, P. P. (2002). “Estimation of the transition matrix of a discrete-time Markov chain.” Health Econ., 11(1), 33–42.
DoD (Department of Defense). (2013). “Base structures report—FY 2013 baseline.” Washington, DC.
Edirisinghe, R., Setunge, S., and Zhang, G. (2015). “Markov model-based building deterioration prediction and ISO factor analysis for building management.” J. Manage. Eng., 04015009.
Gilks, W. R. (2005). Markov chain Monte Carlo, Wiley, Hoboken, NJ.
Grussing, M. N. (2012). “Facility degradation and prediction models for sustainment, restoration, and modernization (SRM) planning.”, Engineer Research and Development Center, Construction Engineering Research Lab, Champaign, IL.
Grussing, M. N., Uzarski, D. R., and Marrano, L. R. (2006). “Condition and reliability prediction models using the Weibull probability distribution.” Proc., 9th Int. Conf. on Applications of Advanced Technology in Transportation (AATT), ASCE, Reston, VA, 19–24.
Kemeny, J. G., and Snell, J. L. (1960). Finite Markov chains, Vol. 356, van Nostrand, Princeton, NJ.
Lounis, Z. (2000). “Reliability-based life prediction of aging concrete bridge decks.” Life prediction and aging management of concrete structures, 229–238.
Madanat, S., Mishalani, R., and Wan Ibrahim, W. H. (1995). Estimation of infrastructure transition probabilities from condition rating data.” J. Infrastruct. Syst., 120–125.
Micevski, T., Kuczera, G., and Coombes, P. (2002). “Markov model for storm water pipe deterioration.” J. Infrastruct. Syst., 49–56.
Morcous, G. (2006). “Performance prediction of bridge deck systems using Markov chains.” J. Perform. Constr. Facil., 146–155.
Morcous, G., Rivard, H., and Hanna, A. M. (2002). “Case-based reasoning system for modeling infrastructure deterioration.” J. Comput. Civ. Eng., 104–114.
Office of the Deputy Under Secretary of Defense. (2013). “Subject: Standardizing facility condition assessments.” Dept. of Defense, Washington, DC.
Ortiz-García, J. J., Costello, S. B., and Snaith, M. S. (2006). “Derivation of transition probability matrices for pavement deterioration modeling.” J. Transp. Eng., 141–161.
Ranjith, S., Setunge, S., Gravina, R., and Venkatesan, S. (2011). “Deterioration prediction of timber bridge elements using the Markov chain.” J. Perform. Constr. Facil., 319–325.
Sinha, S. K., and Knight, M. A. (2004). “Intelligent system for condition monitoring of underground pipelines.” Comput. -Aided Civ. Infrastruct. Eng., 19(1), 42–53.
Uzarski, D. R., and Burley, L. A. (1997). “Assessing building condition by the use of condition indexes.” Infrastructure condition assessmen: Art, science, and practice, ASCE, Reston, VA, 365–374.
Zhang, Y., Vidakovic, B., and Augenbroe, G. (2005). “Uncertainty analysis in using markov chain model to predict roof life cycle performance.” 10DBMC Int. Conf. on Durability of Building Materials and Components, Lyon, France.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 30Issue 5October 2016

History

Received: Jul 26, 2015
Accepted: Nov 5, 2015
Published online: Jan 27, 2016
Discussion open until: Jun 27, 2016
Published in print: Oct 1, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Michael N. Grussing, M.ASCE [email protected]
P.E.
Researcher, Engineer Research and Development Center, U.S. Army Corps of Engineers, Champaign, IL 61822 (corresponding author). E-mail: [email protected]
Liang Y. Liu, Ph.D., M.ASCE
Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Champaign, IL 61801.
Donald R. Uzarski, Ph.D., M.ASCE
P.E.
Adjunct Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Champaign, IL 61801.
Khaled El-Rayes, Ph.D., M.ASCE
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Champaign, IL 61801.
Nora El-Gohary, Ph.D., M.ASCE
Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Champaign, IL 61801.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share