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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)
1 
AASHTO LRFD (2014), Bridge Design Specifications.
2 
ACI Committee 318 (2014), Building Code Requirements for Structural Concrete and commentary
3 
ACI Committee 363 (2010), Report on High-Strength Concrete(ACI 363R-10)., 65
4 
(1994), Effect s ofSize and Curing on the Cylinder Compressive Strength of normal and High-Strength Concrete., ACI Mater. J., 91(4), 349-355.
5 
(1995), Early Age Compressive Stress-Strain Properties of Low, Medium, and High- Strength Concretes., ACI Mater. J., 92(6), 617-624.
6 
(1989), Effect of Curing Conditions on the Compressive Strength and Elastic Modulus of Very High-Strength Concrete., Cem. Concr. Aggreg., 11(1), 80-83.
7 
(1994), Assessment of Concrete Strength in Existing Structures, Structural Engineering Report, No. 198., 297
8 
(1981), Properties of High Strength Concrete Subject Short-Term Loads., ACI Struct. J., 78(3), 161-178.
9 
(1997), Effects of Shape, Size and Casting Direction of Specimens on Stress-Strain Curves of High-Strength Concrete., ACI Mater. J., 94(3), 209-218.
10 
(1996), Mechanical Properties of High-Performance Concrete., ACI Mater. J., 93(5), 416-425.
11 
KCI (2012), Design Code for Structural Concrete.
12 
(2000), Prediction of Modulus of Rupt ure ofConcrete., ACI Mater. J., 97(2), 193-200.
13 
(2000), Mechanical Properties of High-Strength Concrete with Consideration for Precast Applications., ACI Mater. J., 97(2), 136-148.
14 
(1995), Properties of Concrete
15 
(1979), Simplified Methods of Predicting the Deformation of Structural Concrete, Development Report, No.3
16 
(1987), Dissolution Rate of Silica Fume in Very High-Strength Concrete., Cement Concr. Res., 17, 591-601.
17 
(1996), Stress-Strain Relationship of High-Strength Concrete in Compression., J. Mater. Civ. Eng., 8(2), 70-76.
18 
(2001), Fracture Properties of High-Strength Concrete., J. Mater. Civ. Eng., 13(1), 86-88.