Multi-performance based optimum maintenance system framework for existing bridges

Kyung Hoon Park, Y. K. Hwang, S. Y. Lee, Jun g Sik Kong, Hyo Nam Cho, Jong Kwon Lim

Research output: Chapter in Book/Report/Conference proceedingConference contribution

1 Citation (Scopus)

Abstract

For the performance-and cost-effective bridge maintenance, many researchers have focused on the optimum maintenance method and system of deteriorating bridges. To establish a lifetime optimum maintenance strategy of a deteriorating bridge considering the lifetime performance as well as the life-cycle cost, a more practical and realistic method is proposed and the prototype bridge maintenance system is developed. The proposed method and development system can produce the set of optimum tradeoff maintenance scenarios among other conflicting objectives such as cost minimization and performance maximization. The multi-performance indexes and the systematic integrated performance assessment model are described in this paper. The optimum maintenance scenario could be generated at the system level of the bridge through applying system reliability and weight factors by taking account of the subordinate relation due to the replacement of member as well as the individual member level. Applied examples using the developed system are also presented to verify the proposed model and method.

Original languageEnglish
Title of host publicationLife-Cycle Cost and Performance of Civil Infrastructure Systems - Proceedings of the 5th International Workshop on Life-Cycle Cost Analysis and Design of Civil Infrastructure Systems
Pages299-308
Number of pages10
Publication statusPublished - 2007 Dec 1
Event5th IABMAS Workshop on Life-Cycle Cost Analysis and Design of Civil Infrastructure Systems, LCC05 - Seoul, Korea, Republic of
Duration: 2006 Oct 162006 Oct 18

Other

Other5th IABMAS Workshop on Life-Cycle Cost Analysis and Design of Civil Infrastructure Systems, LCC05
CountryKorea, Republic of
CitySeoul
Period06/10/1606/10/18

Fingerprint

Costs
System maintenance
Life cycle
Scenarios
Performance assessment
Replacement
Maintenance strategy
Cost minimization
Factors
Performance index
System development
Life cycle cost
Trade-offs
Prototype
System reliability
Integrated

ASJC Scopus subject areas

  • Economics and Econometrics
  • Civil and Structural Engineering

Cite this

Park, K. H., Hwang, Y. K., Lee, S. Y., Kong, J. G. S., Cho, H. N., & Lim, J. K. (2007). Multi-performance based optimum maintenance system framework for existing bridges. In Life-Cycle Cost and Performance of Civil Infrastructure Systems - Proceedings of the 5th International Workshop on Life-Cycle Cost Analysis and Design of Civil Infrastructure Systems (pp. 299-308)

Multi-performance based optimum maintenance system framework for existing bridges. / Park, Kyung Hoon; Hwang, Y. K.; Lee, S. Y.; Kong, Jun g Sik; Cho, Hyo Nam; Lim, Jong Kwon.

Life-Cycle Cost and Performance of Civil Infrastructure Systems - Proceedings of the 5th International Workshop on Life-Cycle Cost Analysis and Design of Civil Infrastructure Systems. 2007. p. 299-308.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Park, KH, Hwang, YK, Lee, SY, Kong, JGS, Cho, HN & Lim, JK 2007, Multi-performance based optimum maintenance system framework for existing bridges. in Life-Cycle Cost and Performance of Civil Infrastructure Systems - Proceedings of the 5th International Workshop on Life-Cycle Cost Analysis and Design of Civil Infrastructure Systems. pp. 299-308, 5th IABMAS Workshop on Life-Cycle Cost Analysis and Design of Civil Infrastructure Systems, LCC05, Seoul, Korea, Republic of, 06/10/16.
Park KH, Hwang YK, Lee SY, Kong JGS, Cho HN, Lim JK. Multi-performance based optimum maintenance system framework for existing bridges. In Life-Cycle Cost and Performance of Civil Infrastructure Systems - Proceedings of the 5th International Workshop on Life-Cycle Cost Analysis and Design of Civil Infrastructure Systems. 2007. p. 299-308
Park, Kyung Hoon ; Hwang, Y. K. ; Lee, S. Y. ; Kong, Jun g Sik ; Cho, Hyo Nam ; Lim, Jong Kwon. / Multi-performance based optimum maintenance system framework for existing bridges. Life-Cycle Cost and Performance of Civil Infrastructure Systems - Proceedings of the 5th International Workshop on Life-Cycle Cost Analysis and Design of Civil Infrastructure Systems. 2007. pp. 299-308
@inproceedings{12e03964703246068fbaa6b5481f2ae3,
title = "Multi-performance based optimum maintenance system framework for existing bridges",
abstract = "For the performance-and cost-effective bridge maintenance, many researchers have focused on the optimum maintenance method and system of deteriorating bridges. To establish a lifetime optimum maintenance strategy of a deteriorating bridge considering the lifetime performance as well as the life-cycle cost, a more practical and realistic method is proposed and the prototype bridge maintenance system is developed. The proposed method and development system can produce the set of optimum tradeoff maintenance scenarios among other conflicting objectives such as cost minimization and performance maximization. The multi-performance indexes and the systematic integrated performance assessment model are described in this paper. The optimum maintenance scenario could be generated at the system level of the bridge through applying system reliability and weight factors by taking account of the subordinate relation due to the replacement of member as well as the individual member level. Applied examples using the developed system are also presented to verify the proposed model and method.",
author = "Park, {Kyung Hoon} and Hwang, {Y. K.} and Lee, {S. Y.} and Kong, {Jun g Sik} and Cho, {Hyo Nam} and Lim, {Jong Kwon}",
year = "2007",
month = "12",
day = "1",
language = "English",
isbn = "9780415413565",
pages = "299--308",
booktitle = "Life-Cycle Cost and Performance of Civil Infrastructure Systems - Proceedings of the 5th International Workshop on Life-Cycle Cost Analysis and Design of Civil Infrastructure Systems",

}

TY - GEN

T1 - Multi-performance based optimum maintenance system framework for existing bridges

AU - Park, Kyung Hoon

AU - Hwang, Y. K.

AU - Lee, S. Y.

AU - Kong, Jun g Sik

AU - Cho, Hyo Nam

AU - Lim, Jong Kwon

PY - 2007/12/1

Y1 - 2007/12/1

N2 - For the performance-and cost-effective bridge maintenance, many researchers have focused on the optimum maintenance method and system of deteriorating bridges. To establish a lifetime optimum maintenance strategy of a deteriorating bridge considering the lifetime performance as well as the life-cycle cost, a more practical and realistic method is proposed and the prototype bridge maintenance system is developed. The proposed method and development system can produce the set of optimum tradeoff maintenance scenarios among other conflicting objectives such as cost minimization and performance maximization. The multi-performance indexes and the systematic integrated performance assessment model are described in this paper. The optimum maintenance scenario could be generated at the system level of the bridge through applying system reliability and weight factors by taking account of the subordinate relation due to the replacement of member as well as the individual member level. Applied examples using the developed system are also presented to verify the proposed model and method.

AB - For the performance-and cost-effective bridge maintenance, many researchers have focused on the optimum maintenance method and system of deteriorating bridges. To establish a lifetime optimum maintenance strategy of a deteriorating bridge considering the lifetime performance as well as the life-cycle cost, a more practical and realistic method is proposed and the prototype bridge maintenance system is developed. The proposed method and development system can produce the set of optimum tradeoff maintenance scenarios among other conflicting objectives such as cost minimization and performance maximization. The multi-performance indexes and the systematic integrated performance assessment model are described in this paper. The optimum maintenance scenario could be generated at the system level of the bridge through applying system reliability and weight factors by taking account of the subordinate relation due to the replacement of member as well as the individual member level. Applied examples using the developed system are also presented to verify the proposed model and method.

UR - http://www.scopus.com/inward/record.url?scp=84863267413&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=84863267413&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:84863267413

SN - 9780415413565

SP - 299

EP - 308

BT - Life-Cycle Cost and Performance of Civil Infrastructure Systems - Proceedings of the 5th International Workshop on Life-Cycle Cost Analysis and Design of Civil Infrastructure Systems

ER -