JKSMI
Journal of the Korea Institute for
Structural Maintenance and Inspection
KSMI
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ISSN : 2234-6937 (Print)
ISSN : 2287-6979 (Online)
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Journal of the Korea Concrete Institute
J Korea Inst. Struct. Maint. Insp.
Indexed by
Korea Citation Index (KCI)
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2020-06
(Vol.24 No.3)
10.11112/jksmi.2020.24.3.104
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References
1
Balaguru, P., Surendra, P. (1992), Fiber-reinforced cement composites, Elsevier
2
Bentur, A., Mindess, S. (1990), Fiber reinforced cementitious composites, McGraw-Hill
3
Wille, K., El-Tawil, S., Naaman, A. E. (2014), Properties of strain hardening ultra high performance fiber reinforced concrete (UHP-FRC) under direct tensile loading, cement and concrete composites, 48, 53-66.
4
Kanda, T., Li, V.C. (1999), A New Micromechanics Design Theory for Pscudo Strain Hardening Cementitious Composite, ASCE J of Engineering Mechanics, 125(4), 373-381.
5
Li, V.C. (1993), From Micromechanics to Structural Engineering the Design of Cementitious Composites for Civil Engineering Applications, JSCE J. of Struc. Mechanics and Earthquake Engineering, 10(2), 37-48.
6
Cho, H.W., Bang, J.W., Han , B.C., Kim, Y.Y. (2011), Flexural Experiments on Reinforced Concrete Beams Strengthened with ECC and High Strength Rebar, Journal of the Korea Concrete Institute, 23(4), 503-509. (In Korean).
7
Jin, Q., Li, V. C. (2019), Development of lightweight engineered cementitious composite for durability enhancement of tall concrete wind towers, Cement and Concrete Composites, 96, 87-94.
8
Kim, Y. Y., Kim, J. S., Kim, H. S., Ha, G. J., Kim, J. K. (2005), Mechanical Properties of an ECC (Engineered Cementitious Composite) Designed Based on Micromechanical Principle, Journal of the Korea Concrete Institute, 17(5), 709-716.
9
Fischer, G., Li, V.C. (2002), Effect of matrix ductility on deformation behavior of steel reinforced ECC flexural members under reversed cyclic loading conditions, ACI Struct J, 99(6), 781-90.
10
Fischer, G., Li, V.C. (2003), Deformation behavior of fiber- reinforced polymer reinforced Engineered Cementitious Composite(ECC) flexural members under reversed cyclic loading conditions, ACI Struct J, 100(1), 25-35.
11
Salahuddin, Q., Mohamed, M. (2014), Application of Engineered Cementitious Composites (ECC) in interior beam–column connections for enhanced seismic resistance, Engineering Structures, 69(15), 235-245.
12
Cho, C. G., Kim, Y. Y., Feo, L., Hui, D. (2012), Cyclic responses of reinforced concrete composite columns strengthened in the plastic hinge region by HPFRC mortar, Composite Structures, 94(7), 2246-2253.
13
Zhang, R., Meng, Q., Shui, Q., He, W., Chen, K., Liang, M., Sun, Z. (2019), Cyclic Response of RC Composite Bridge Columns with Precast PP-ECC Jackets in the Region of Plastic Hinges, Composite Structures
14
Park, R., Paulay, T. (1975), Reinforced concrete structures, John Wiley & Sons.