Lifetime cost optimization of structures by a combined condition–reliability approach

作者: Dan M. Frangopol , Alfred Strauss , Konrad Bergmeister

DOI: 10.1016/J.ENGSTRUCT.2009.02.036

关键词:

摘要: Cost optimization for the determination of most effective maintenance strategy deteriorating structures has recently been used by researchers and accepted experts. The main reasons this lie in strict requirements budgetary efficiency reliability structures. Accessible data directly related to structural performance include condition state, obtained from generally stipulated visual inspections, derived inspection or monitoring programs combined with numerical computations. In paper, a novel approach cost models profiles is described. Global can be achieved means multi-objective Cost-Optimized Condition-Reliability Profile (COCRP) approach. Since assessment under uncertainty, it essential embed COCRP concept full probabilistic framework. Probabilistic computations performed, even complex structures, within reasonable time using advanced Monte Carlo Methods such as Latin Hypercube Sampling. proposed allows realistic efficient treatment that involve uncertainties detects parameters having significant effects on lifetime cost.

参考文章(23)
Parag C Das, Management of highway structures Thomas Telford. ,(1999)
P Thoft-Christensen, RELIABILITY PROFILES FOR CONCRETE BRIDGES Structural Reliability in Bridge Engineering: Design, Inspection, Assessment, Rehabilitation and Management. Proceedings of the WorkshopNational Science Foundation, Federal Highway Administration, Colorado Department of Transportation. ,(1996)
Dan M. Frangopol, BRIDGE SAFETY AND RELIABILITY ASCE. ,(1999)
Allen C. Estes, Dan M. Frangopol, Repair Optimization of Highway Bridges Using System Reliability Approach Journal of Structural Engineering-asce. ,vol. 125, pp. 766- 775 ,(1999) , 10.1061/(ASCE)0733-9445(1999)125:7(766)
Jung S. Kong, Dan M. Frangopol, Evaluation of Expected Life-Cycle Maintenance Cost of Deteriorating Structures Journal of Structural Engineering. ,vol. 129, pp. 682- 691 ,(2003) , 10.1061/(ASCE)0733-9445(2003)129:5(682)
Stephanie E. Chang, Masanobu Shinozuka, Life-Cycle Cost Analysis with Natural Hazard Risk Journal of Infrastructure Systems. ,vol. 2, pp. 118- 126 ,(1996) , 10.1061/(ASCE)1076-0342(1996)2:3(118)
Masanobu Shinozuka, Basic Analysis of Structural Safety Journal of Structural Engineering. ,vol. 109, pp. 721- 740 ,(1983) , 10.1061/(ASCE)0733-9445(1983)109:3(721)
A.H.-S. Ang, D. De Leon, Determination of optimal target reliabilities for design and upgrading of structures Structural Safety. ,vol. 19, pp. 91- 103 ,(1997) , 10.1016/S0167-4730(96)00029-X
Hugh Hawk, Edgar P. Small, The BRIDGIT Bridge Management System Structural Engineering International. ,vol. 8, pp. 309- 314 ,(1998) , 10.2749/101686698780488712
Parag C. Das, New developments in bridge management methodology Structural Engineering International. ,vol. 8, pp. 299- 302 ,(1998) , 10.2749/101686698780488956