References
- CEB-FIP, Model Code for Service Life Design, The International Federation for Structural Concrete(fib), Task Group 5.6, 2006, pp. 16-33.
- K. Maekawa, T. Ishida, T. Kishi, "Multi-Scale Modeling of Concrete Performance", Journal of Advanced Concrete Technology, Vo l . 1, No. 2, 2003, pp. 91-126. https://doi.org/10.3151/jact.1.91
- K. Maekawa, T. Ishida, T. Kishi, "Multi-Scale Modeling of Structural Concrete", Tylor&Francis, London and New york, 1st Edition, 2003, pp. 291-352.
- H. W. Song, S. W. Pack, C. H. Lee, S. J. Kwon, Service Life prediction of Concrete Structures under Marine Environment Considering Coupled Deterioration", Journal Restorat Build Monu, Vol. 1, No. 2, 2006, pp. 265-284.
-
Thomas MDA, Bentz EC, life-
$365^{TM}$ Service Life Prediction$Model^{TM}$ and Computer Program for Predicting the Service Life and Life-cycle Costs of Reinforced Concrete Exposed to Chlorides, SFA, 2002. - ACI Committee 201, Guide to Durable Concrete, Manual of Concrete Practice Part 1. Detroit USA: American Concrete Institute, 1994.
- Kwon, S. J., Na, U. J., Park, S. S., Jung, S. H., "Service Life Prediction of Concrete Wharves with Early-aged Crack: Probabilistic Approach for Chloride Diffusion", Structural Safety, Vol. 31, No. 1, 2009, pp. 75-83. https://doi.org/10.1016/j.strusafe.2008.03.004
- DuraCreteFinalReport,DuraCrete Probabilistic Performance based Durability Design of Concrete Structures, 2000.