Preface
Stateâofâtheâart
1. Lifeâcycle performance, management, and optimization of structural systems under uncertainty: Accomplishments and challenges
Frangopol, D.M.
2. Bridge network performance, maintenance, and optimization under uncertainty: Accomplishments and challenges
Frangopol, D.M., and Bocchini, P.
3. Lifeâcycle of structural systems: recent achievements and future directions,
Frangopol, D.M., and Soliman, M.
4. Bridge lifeâcycle performance and cost: Analysis, prediction, optimization, and decisionâmaking
Frangopol, D.M., Dong, Y., and Sabatino, S.
General Methodology
5. Optimal bridge maintenance planning using improved multiâobjective genetic algorithm
Furuta, H., Kameda.T., Nakahara, K., Takahashi, Y., and Frangopol, D. M.
6. Maintenance and management of civil infrastructure based on condition, safety, optimization, and lifeâcycle cost
Frangopol, D.M., and Liu, M.
7. Lifeâcycle utilityâinformed maintenance planning based on lifetime functions: Optimum balancing of cost, failure consequences, and performance benefit
Sabatino, S., Frangopol, D.M., and Dong, Y.
8. Efficient multiâobjective optimization of probabilistic service life management
Kim, S., and Frangopol, D.M.
Lifeâcycle Performance under Corrosion and Fatigue
9. Probabilistic limit analysis and lifetime prediction of concrete structures
Biondini, F., and Frangopol, D.M.
10. Integration of the effects of airborne chlorides into reliabilityâbased durability design of reinforced concrete structures in a marine environment
Akiyama, M., Frangopol, D.M., and Suzuki, M.
11. Fatigue system reliability analysis of riveted railway bridge connections
Imam, B. M., Chryssanthopoulos, M.K., and Frangopol, D.M
12. Fatigue performance assessment and service life prediction of highâspeed ship structures based on probabilistic lifetime sea loads
Kwon, K., Frangopol, D.M., and Kim, S.
13. Experimental investigation of the spatial variability of the steel weight loss and corrosion cracking of reinforced concrete members: novel Xâray and digital image processing techniques
Lim, S., Akiyama, M., Frangopol, D.M., and Jiang, H.
14. Reliabilityâbased durability design and service life assessment of RC deck slab of a jetty structure
Akiyama, M., Frangopol, D.M., and Takenaka, S.
Lifeâcycle Performance under Earthquakes
15. Lifeâcycle cost of civil infrastructure with emphasis on balancing structural performance and seismic risk of road network
Furuta, H., Frangopol, D.M., and Nakatsu, K.
16. Longâterm seismic performance of RC structures in an aggressive environment: Emphasis on bridge piers
Akiyama, M., and Frangopol, D.M.
17. Performance analysis of TohokuâShinkasen viaducts affected by the 2011 Great East Japan earthquake
Akiyama, M., Frangopol, D.M., and Mizuno, K.
18. Probabilistic assessment of an interdependent healthcareâ"bridge network system under seismic hazard
Dong, Y., and Frangopol, D.M.
Inspection and Monitoring
19. Application of the statistics of extremes to the reliability assessment and performance prediction of monitored highway bridges
Messervey, T.B., Frangopol, D.M., and Casciati, S.
20. Probabilistic biâobjective optimum inspection /monitoring planning: applications to naval ships and bridges under fatigue
Kim, S., and Frangopol, D.M.
21. Integration of structural health monitoring in a system performance based lifeâcycle bridge management framework
Okasha, N.M., and Frangopol, D.M.
22. Critical issues, condition assessment and monitoring of heavy movable structures: Emphasis on movable bridges
Catbas, F.N., Gul, M., Gokce, H. B., Zaurin, R., Frangopol, D.M., and Grimmelsman, K.
Redundancy as LifeâCycle Performance Indicator
23. Timeâvariant redundancy of structural systems
Okasha, N.M., and Frangopol, D.M.
24. Redundancy and robustness of highway bridge superstructures and substructures
Ghosn, M., Moses, F., and Frangopol, D.M.
25. Effects of postâfailure material behavior on redundancy factors for design of structural components in nondeterministic systems
Zhu, B., and Frangopol, D.M.
26. Timeâvariant redundancy and failure times of deteriorating concrete structures considering multiple limit states
Biondini, F., and Frangopol, D.M.
