[1]Officer Asset Management,Department of Transportation,FHWA.Life-Cycle Cost Analysis Primer[R].2002.
[2]Kong J S,Frangopol D M.Prediction of reliability and cost of deteriorating bridges under time-and performance-controlled maintenance [J].J.of Str.Eng.,ASCE,2004,130(12).
[3]Hassanain M A,Loov R E.Cost optimization of concrete bridge infrastructure[J].Canadian Journal of Civil Engineering,2003,30.
[4]Liu C,Hammad A,Itoh Y.Multiobjective optimization of bridge deck rehabilitation using a genetic algorithm [J].Computer-aided Civil and Infrastructure Engineering,1997,12.
[5]Miyamoto A,Kawamura K,Nakamura H.Bridge management system and maintenance optimization for existing bridge [J].Computer-aided Civil and Infrastructure Engineering,2000,15.
[6]Lee Y J,Chang L M.Rehabilitation decision analysis and life-cycle costing of the infrastructure system[J].Construction Research,2003.
[7]Kong J S,Frangopol D M.Life-Cycle RehiabilityBased Maintenance Cost Optimization of Deteriorating Structures with Emphasis on Bridges [J].Journal of Structural Engineering,2003,129 (6).
[8]Kong J S,Frangopol D M.Cost-Reliability Interaction in Life-Cycle Cost Optimization of Deteriorating Structures [J].Journal of Structural Engineering.2004,130 (11).
[9]Peng J X,Shao X D.Research framework of lifetime performance based bridge design method [R].Proceeding of the 2nd International Conference of Structural Health Monitoring of Intelligent Infrastructure,2005.
