Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)
1 
Aïtcin, P. C. (2000), Cements of yesterday and today - Concrete of tomorrow, Cement and Concrete Research, Cements of yesterday and today - Concrete of tomorrow, Cement and Concrete Research, 30, 1349-1359. 10.1016/S0008-8846(00)00365-30008-8846, 30, 1349-1359.DOI
2 
Kamen, A., Denarié, E., Sadouki, H., Brühwiler, E. (2009), UHPFRCC ARC tensile creep at early age, Materials and Structures, UHPFRCC ARC tensile creep at early age, Materials and Structures, 42(1), 113-122. 10.1617/s11527-008-9371-01359-5997, 42(1), 113-122.DOI
3 
Kim, D. J., El-Tawil, S., Naaman, A. E. (2009), Rate-dependent tensile behavior of high performance fiber reinforced cementitious composites, Materials and Structures, Rate-dependent tensile behavior of high performance fiber reinforced cementitious composites, Materials and Structures, 42(3), 399-414. 10.1617/s11527-008-9390-x1359-5997, 42(3), 399-414.DOI
4 
Kim, J. J., Park, G. J., Kim, D. J., Moon, J. H., Lee, J. H. (2014), High-rate tensile behavior of steel fiber-reinforced concrete for nuclear power plants, Nuclear Engineering and Design, High-rate tensile behavior of steel fiber-reinforced concrete for nuclear power plants, Nuclear Engineering and Design, 266, 43-54. 10.1016/j.nucengdes.2013.10.0170029-5493, 266, 43-54.DOI
5 
Kim, S.W., Kang, S.T., Han, S.M. (2006), Characteristics and application of ultra high performance cementitious composite, Magazine of the Korea Concrete Institute, Characteristics and application of ultra high performance cementitious composite, Magazine of the Korea Concrete Institute, 18(1), 16-21., 18(1), 16-21.Google Search
6 
Korea Institute of Civil Engineering and Building Technology (2006), Development of technology to improve the durability of concrete bridges, Report No. KICT 2006-89.Google Search
7 
Park, J. K. (2016), Direct tensile behavior of high-performance hybridsteel-fiber-reinforced cementitous composites at high strain rates, Direct tensile behavior of high-performance hybridsteel-fiber-reinforced cementitous composites at high strain rates, M.S. dissertation, Sejong University, Department of civil & environmental engineering.Google Search
8 
Park, C. J., Han, M. C. (2015), Mechanical Properties and Autogenous Shrinkage of Ultra High Performance Concrete Using Expansive Admixture and Shringkage Reducing Agent depending on Curing Conditions, Korea Academy Industrial Cooperation Society, 16(11), 7910-7916.Google Search
9 
Park, S. H., Kim, D. J., Kim, S. W. (2016), Investigating the impact resistance of ultra-high-performance fiber-reinforced concrete using an improved strain energy impact test machine, Construction and Building Materials, Investigating the impact resistance of ultra-high-performance fiber-reinforced concrete using an improved strain energy impact test machine, Construction and Building Materials, 125, 145-159. 10.1016/j.conbuildmat.2016.08.0270950-0618, 125, 145-159.DOI
10 
Richard, P., Cheyrezy, M.H. (1995), Composition of reactive powder concrete, Cement and Concrete research, Composition of reactive powder concrete, Cement and Concrete research, 25(7), 1501-1511. 10.1016/0008-8846(95)00144-20008-8846, 25(7), 1501-1511.DOI
11 
Tran, N.T., Tran, T.K., Jeon, J.K., Park, J.K., Kim, D.J. (2016), Fracture energy of ultra-high-performance fiber-reinforced concrete at high strain rates, Cement and Concrete Research, Fracture energy of ultra-high-performance fiber-reinforced concrete at high strain rates, Cement and Concrete Research, 79, 169-184. 10.1016/j.cemconres.2015.09.0110008-8846, 79, 169-184.DOI