Analysis and Prediction of Highway Bridge Deck Slab Deterioration |
Lee, Il-Keun
(한국도로공사 도로교통연구원)
Kim, Woo-Seok (충남대학교 토목공학과) Kang, Hyeong-Taek (한국도로공사 도로교통연구원) Seo, Jung-Wook (한국도로공사 구조물처) |
1 | Callow, D., Lee, J., Blumenstein, M., Guan, H., and Loo, Y. C. (2013), Development of Hybrid Optimisation Method for Artificial Intelligence based Bridge Deterioration Model-Feasibility Study, Automation in Construction, 31, 83-91. DOI ScienceOn |
2 | Choi, Y. S., Jang, Y. H., Choi, S. Y., Kim, I. S., and Yang, E. I. (2014), Analytical Study on Structural Behavior of Surface Damaged Concrete Member by Calcuim Leaching Degradation, Journal of the Korea Institute for Structural Maintenance and Inspection, 18(4), 22-32. DOI ScienceOn |
3 | Dyduch, K., Szerszen, M. M., and Destrebecq, J. F. (1994), Experimental Investigation of the Fatigue Strength of Plain Concrete under High Compressive Loading, Materials & Structures, 27, 505-509. DOI |
4 | Nowak, A., and Szerszen, M. (2003), Life-Cycle Deterioration Models for Concrete Deck Slabs, Proceedings of Life-Cycle Performance of Deteriorating Structures, ASCE, 133-140. |
5 | Schlafli, M., and Bruhwiler, E. (1998), Fatigue of Exising Reinforced Concrete Bridge Deck Slabs, Engineering Structures, 20(11), 991-998. DOI ScienceOn |
6 | Seo, J., and Lee, J. (2009), Manual of Bridge Deck's Deterioration Prevention, Korea Expressway Corporation Research Institute. |