Flexural Behavior Characteristics of Steel Tubes Filled with SFRCCs Incorporating Recycled Materials. Materials, 16(5), 1958.
A Review on Concrete Slabs Reinforced with Carbon Fiber Reinforced Polymer Grid. Journal of the Korea Concrete Institute, 35(2), 185-196.
A Review on the Concrete Column Reinforced with Carbon Fiber Reinforced Polymer Grid. Journal of the Architectural Institute of Korea, 38(11), 317-325.
Steel Reinforcing Bar and Steel Fibers Content Effect on Tensile and Electrical Behaviors of Strain-Hardening Cement Composite (SHCC) with MWCNTs in Direct Tension. Applied Sciences, 11(5), 2446.
Strength characteristics of composite link beams with alternative details. Journal of the Korea Concrete Institute, 33(3), 235-243.
Design and Fabrication of a Disposable Nanoactuator Using 3D Printing. International Journal of Precision Engineering and Manufacturing, 22, 1609-1616.
Shear Behavior of a Reinforced Concrete Frame Retrofitted with a Hinged Steel Damping System. Sustainability, 12(24), 10360.
Flexural behavior characteristics of steel tube filled with PVA fiber-reinforced cement composites (FRCCS) incorporating recycled materials. Journal of Korea Concrete Institute, 32(3), 275-283.
The Effect of Fly Ash and Recycled Aggregate on the Strength and Carbon Emission Impact of FRCCs. International Journal of Concrete Structures and Materials, 14, 1-13.
Thermal and Mechanical Behaviors of Concrete with Incorporation of Strontium-Based Phase Change Material (PCM). International Journal of Concrete Structures and Materials, 13(1), 18.
Strengthening methods for reinforced concrete infrastructure using FRP composites in Korea. Proceedings of the Institution of Civil Engineers-Structures and Buildings, 171(11), 898-907.
Temperature loss compensation for semi-adiabatic test using Newton’s law of cooling. Journal of Korea Concrete Institute, 30(2), 189-196.
Bonding behavior of deformed steel rebars in sustainable concrete containing both fine and coarse recycled aggregates. Materials, 10(9), 1082.
Strength and CO2 Reduction of Fiber-Reinforced Cementitious Composites with Recycled Materials. Journal of Korea Concrete Institute, 29(4), 379-387.
Shear behavior of strain-hardening cement composite walls under quasi-static cyclic loading. Engineering Structures, 143, 398-409.
Effect of Recycled Fine Aggregates and Fly Ash on the Mechanical Properties of PVA Fiber-Reinforced Cement Composites. Journal of Korea Concrete Institute, 29(2), 149-157.
Effect of Aspect Ratio and Diagonal Reinforcement on Shear Performance of Concrete Coupling Beams Reinforced with High-Strength Steel Bars. Journal of Korea Concrete Institute, 29(1), 43-51.
Effect of nanocellulose on the mechanical and self-shrinkage properties of cement composites. Applied Chemistry for Engineering, 27(4), 380-385.
Mechanical properties and eco-efficiency of steel fiber reinforced alkali-activated slag concrete. Materials, 8(11), 7309-7321.
Bond strength prediction for deformed steel rebar embedded in recycled coarse aggregate concrete. Materials & Design, 83, 257-269.
Crack damage mitigation and shear behavior of shear-dominant reinforced concrete beams repaired with strain-hardening cement-based composite. Composites Part B: Engineering, 79, 6-19.
Evaluation of the bond behavior of steel reinforcing bars in recycled fine aggregate concrete. Cement and Concrete Composites, 46, 8-18.
Influence of recycled coarse aggregates on the bond behavior of deformed bars in concrete. Engineering Structures, 48, 133-143.
Crack-damage mitigation and flexural behavior of flexure-dominant reinforced concrete beams repaired with strain-hardening cement-based composite. Composites Part B: Engineering, 42(4), 645-656.
Shear performance of precast SHCC infill walls for seismic retrofitting of non-ductile frames. Magazine of Concrete Research, 62(12), 925-934.