Study on in-Service Bridge LCC Decision Model Based on Maintenance Management System

Yu Meng Wu; Jun Chang

doi:10.4028/www.scientific.net/AMR.255-260.3933

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Study on in-Service Bridge LCC Decision Model...

Study on in-Service Bridge LCC Decision Model Based on Maintenance Management System

Abstract:

In this paper, decision-making tree and Markov process are used to select maintenance strategies of in-service bridges with the minimum LCC (life-cycle cost). Other costs in life cycle are considered comprehensively when establish the model to find the optimal maintenance strategy. Finally, an example is given to verify the efficiency of the model. The research methodology can provide effective support to bridge maintenance management decision-maker for making management strategies.

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Advances in Civil Engineering, CEBM 2011

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Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

3933-3937

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.3933

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Online since:

May 2011

Authors:

Yu Meng Wu, Jun Chang

Keywords:

Bridge Maintenance Management System, Decision-Making Tree, In-Service Bridge, Life Cycle Cost (LCC), Markov Process

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References

[1] WU Hai-jun, CHEN Ai-rong: Application of Life Cycle Cost Analysis Method to Bridge Structures [J]. Highway, 2004(12),P34-P38.

Google Scholar

[2] Christian Bucher, Frangopol Dan M: Optimization of life-time maintenance strategies for deteriorating structures considering probabilities of violating safety,condition and cost thresholds [J]. Probabilistic Engineering Mechanics,2006(21), P1-P8.

DOI: 10.1016/j.probengmech.2005.06.002

Google Scholar

[3] Liu Min, Frangopol Dan M: Multi-objective maintenance planning optimization for deteriorating bridges considering condition, safety, and life-cycle cost [J]. Journal of Structural Engineering,2005,131(5), P833-P835.

DOI: 10.1061/(asce)0733-9445(2005)131:5(833)

Google Scholar

[4] Liu Min, Frangopol Dan M: Optimal bridge maintenance planning based on probabilistic performance prediction[J].Engineering Structures,2004(26), P991-P1002.

DOI: 10.1016/j.engstruct.2004.03.003

Google Scholar

[5] Kong J S, Frangopol D M: Cost reliability interaction in life cycle cost optimization of deteriorating structures [J]. J. Struct. Engrg. ASCE, 2004, 130(11), P1704-P1712.

DOI: 10.1061/(asce)0733-9445(2004)130:11(1704)

Google Scholar

[6] Luis C.Neves, Frangopol Dan M, Paulo S Cruz.Cost of Life Extension of Deteriorating Structures under Reliability-Based Maintenance [J]. Computers and Structures,2004(82), P1077-P1089.

DOI: 10.1016/j.compstruc.2004.03.012

Google Scholar

[7] WU Yu-meng.CHANG Jun: Study on In-service Bridge Life Cycle Cost Model Based on Maintenance Management System [J]. Journal of Suzhou University of Science and Technology (Engineering and Technology), 2010(1), P44-P50.

Google Scholar