참고문헌
- Aven, T.J. and Jensen, U. (1999). Stochastic models in reliability. Applications of mathematics; stochastic modelling and applied probability series, 41, Springer, N.Y., USA.
- Frangopol, D.M., Kallen, M.J. and Noortwijk, M. (2004). Probabilistic models for life-cycle performance of deteriorating structures: review and future directions, Prog. Struct. Eng. Mater., 6. 197-212. https://doi.org/10.1002/pse.180
- Guillaumot, V.M., Durango, P.L. and Madanat, S. (2003). Adaptive optimization of infrastructure maintenance and inspection decisions under performance model uncertainty, J. Inf. Syst. ASCE, 9(4), 133-139. https://doi.org/10.1061/(ASCE)1076-0342(2003)9:4(133)
- Hasofer, A.M. (1974). Design for infrequent overloads, Earthquake Eng. Struct. Dynam., 2(4), 387-388.
- Kleiner, Y. (2001). Scheduling inspection, renewal of large infrastructure asserts, J. Inf. Syst. ASCE, 7(4), 136-143. https://doi.org/10.1061/(ASCE)1076-0342(2001)7:4(136)
- Kubler, O. and Faber, M.H., Optimal design of infrastructure facilities subject to deterioration, Proc. ICASP'03, 1031-1039.
- Li, C.Q. (2003). Life cycle modelling of corrosion affected concrete structures-Propagation, J. of Struct. Eng., ASCE, 15(4), 753-761.
- Li, C.Q. and Zhao, J.M. (2010). Time-dependent risk assessment of combined overtopping and structural failure for reinforced concrete coastal structures, J. Waterway, Port, Coast., and Ocn. Eng., ASCE, 136(2), 97-103. https://doi.org/10.1061/(ASCE)WW.1943-5460.0000031
- Liu, Y. and Wyers, R.E. (1988). Modelling the time-to-corrosion cracking of the cover concrete in chloride contaminated reinforced concrete structures, ACI Master J., 95, 675-681.
- Madsen, H.O., Krenk, S. and Lind, N.C., 1986, Methods of structural safety, Prentice-Hall, N.J., USA.
- Melby, J.A. (1999). Damage progression on breakwaters, Ph.D. thesis, Dept. of Civ. Engrg., Univ. of Delware, USA.
- Mishalani, R.G. and Madanat, S.M. (2002), Computation of infrastructure state transition probabilities using stochastic duration models, J. Inf. Syst., ASCE, 8(4), 139-148. https://doi.org/10.1061/(ASCE)1076-0342(2002)8:4(139)
- Nagakawa, T. On a replacement problem of cumulative damage model, Oper. Res. Quart., 27(4), 895-900.
- Parzen, E. (1962). Stochastic processes, Holden-Day, S.F., USA.
- PIANC (1992). Analysis of rubble mound breakwaters, Supplement to Bull., N. 78/79, Brussels, Belgium.
- Rosenblueth, E. (1976). Optimum design for infrequent disturbances, J. Struct. Div., ASCE, 102(ST9), 1807-1825.
- Rosenblueth, E. and Mendoza, E. (1971). Reliability optimization in isostatic structures, J. Eng. Mech. Div., ASCE, 97(EM6), 1625-1642.
- Sanchez-Silva, M. and Rackwitz, R. (2004). Implications of the high quality index in the design of optimum structures to withstand earthquake, J. Struct. Eng., ASCE, 130(6), 969-977. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:6(969)
- Sanchez-Silva, M., Klutke, G.A. and Rosowsky, D.V. (2011). Lifecycle performance of structures subject to multiple deterioration mechanisms, Struct. Safety, 33, 206-217. https://doi.org/10.1016/j.strusafe.2011.03.003
- Sherif, Y. and Smith, M. (1981). Optimal maintenance models for systems subject to failure-a review, Naval Res. Logist. Quart., 28, 47-74. https://doi.org/10.1002/nav.3800280104
- Val. D. and Stewart, M. (2005). Decision analysis for deteriorating structures, Reliab. Eng. Syst. Safety, 87, 377-387. https://doi.org/10.1016/j.ress.2004.06.006
- Wortman, M.A., Klutke, G.-A. and Ayhan, H. (1994). A maintenance strategy for systems subjected to deterioration governed by random shocks, IEEE Trans. Reliab., 43(3), 439-445. https://doi.org/10.1109/24.326441
- Yang, Y. and Klutke, G. A. (2000). Improved inspection schemes for deteriorating equipment, Probab. Eng. Inform. Sci., 14, 445-460. https://doi.org/10.1017/S0269964800144043
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