MERIA G,ANDRADE C,ALONSO C,et al.Durability of concrete structures in marine atmosphere zones-the use of chloride deposition rate on the wet candle as an environmental indicatory[J].Cement and Concrete Composites,2010,32(6):427-435.
[3]
段桂珍,方从启.混凝土冻融破坏研究进展与新思考[J].混凝土,2013(5):16-20.
[4]
DONG C,MAHADEVAN S.Chloride-induced reinforcement corrosion and concrete cracking simulation[J].Cement and Concrete Composites,2008,30(3):227-238.
[5]
AKG L F,FRANGOPOL D M.Lifetime performance analysis of existing reinforced concrete bridges[J].Journal of Infrastructure Systems,2005,11(2):129.
NEVES L C,FRANGOPOL D M.Condition, safety and cost profiles for deteriorating structures with emphasis on bridges[J].Reliability Engineering and System Safety,2005,89(2):185-198.
OKASHA N M,FRANGOPOL D M.Novel approach for multicriteria optimization of life cycle preventive and essential maintenance of deteriorating structures[J].Journal of Structural Engineering,2010(8):1009-1022.
AMANJEET S,GEORGE B, SATISH J.Review of life-cycle assessment applications in building construction[J].American Society of Civil Engineers,2011,23(3):15-23.
DARMAWAN M S,STEWART M G.Spatial time-dependent reliability analysis of corroding pretensioned prestressed concrete bridge girders[J].Structural Safety,2007,29(1):16.
[33]
KWON K,FRANGOPOL D M.Bridge fatigue assessment and management using reliability-based crack growth and Probability of detection models[J].Probabilistic Engineering Mechanics,2011(26):471-480.
[34]
FRANGOPOL D M,KONG J S,GHARAIBEH E S.Reliability-based life-cycle management of highway bridges[J].Journal of Computing in Civil Engineering,2001(1):27-34.
KONG J S,FRANGOPOL D M.Evaluation of expected life-cycle maintenance cost of deteriorating structures[J].Journal of Structural Engineering,2003,129(5):682- 691.
