References
- Ang, A. H-S., and Tang, W. H. (1975). Probability concepts in engineering planning and design, Vol. 1, John Wiley & Sons, N.Y.
- Lee, C-E. (2012). "Stochastic reliability analysis of armor units of rubble-mound breakwaters subject to multiple loads." Korean Society of Coastal and Ocean Engineers, Vol. 24, No. 2, pp. 138- 148 (in Korean). https://doi.org/10.9765/KSCOE.2012.24.2.138
- 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, Vol. 136, No. 2, pp. 97-103. https://doi.org/10.1061/(ASCE)WW.1943-5460.0000031
- Madsen, H. O., Krenk, S. and Lind, N. C. (1986). Methods of structural safety, Prentice-Hall, Englewood Cliffs.
- Melby, J. A. (1999). Damage progression on breakwaters, Ph.D. thesis, Dept. of Civ. Engrg., Univ. of Delware, USA.
- Melchers, R. E. (1999). Structural reliability analysis and prediction, Wiley, Chichester.
- Mori, Y., and Ellingwood, B. R.(1994) "Maintaining reliability of concrete structures. I. Role of inspection/repair." J. Struct. Eng., ASCE, Vol. 120, No. 3, pp. 824-845. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:3(824)
- Nakagawa, T. (1976). "On a replacement problem of cumulative model." Op. Res. Quart., Vol. 27, No. 4, pp. 895-900. https://doi.org/10.1057/jors.1976.178
- Rosenblueth, E. (1976). "Optimum design for infrequent disturbances." J. Struct. Div., ASCE, Vol. 102, No. ST9, pp. 1807-1825.
- Rosenblueth, E., and Mendoza, E. (1971). "Reliability optimization in isostatic structures." J. Eng. Mech. Div., ASCE, Vol. 97, No. EM6, pp. 1625-1642.
- Sanchez-Silva, M., Klutke, G.-A., and Rosowsky, D. V. (2011). "Lifecycle performance of structures subject to multiple deterioration mechanisms." Struct. Saf., 33, pp. 206-217. https://doi.org/10.1016/j.strusafe.2011.03.003
- Speijker, L. J. P., van Noortwijk, J. M., Kok, M., and Cooke, R. M. (2000). "Optimal maintenance decisions for dikes." Prob. Eng. and Inf. Sc., Vol. 14, No. 1, pp. 101-121.
- Taylor, H. M., and Karlin, S. (1984). An introduction to stochastic modeling, Academic Press, N.Y.
- van der Meer, J. W. (1988). "Deterministic and probabilistic design of breakwater armor layers." J. Waterway, Port, Coast., and Ocn. Eng., ASCE, Vol. 114, No. 1, pp. 66-80. https://doi.org/10.1061/(ASCE)0733-950X(1988)114:1(66)
- van der Weide, J. A. M., and Pandey, M. D. (2011). "Stochastic analysis of shock process and modelling of condition-based maintenance." Rel. Eng. and Sys. Saf., 96, pp. 619-626. https://doi.org/10.1016/j.ress.2010.12.012
- van der Weide, J. A. M., Suyono, and van Noortwijk, J. M. (2008). "Renewal theory with exponential and hyperbolic discounting." Prob. Eng. and Inf. Sc., Vol. 22, No. 1, pp. 53-74.
- van Noortwijk, J. M., and Gelder, P. H. (1996). "Optimal maintenance decisions for berm breakwaters." Struct. Saf., Vol. 18, No. 4, pp. 293-309. https://doi.org/10.1016/S0167-4730(96)00023-9
- van Noortwijk, J. M., and Klatter, H. E. (1999). "Optimal inspection decisions for the block mats of the Eastern-Scheldt barrier." Rel. Eng. and Sys. Saf., 65, pp. 203-211. https://doi.org/10.1016/S0951-8320(98)00097-0
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