1 |
ACI 440.1R-06, Guide for the Design and Construction of Concrete Reinforced with FRP Bars, ACI Committee 440, American Concrete Institute, Detroit, Michigan, 2006.
|
2 |
Anggawidjaja, D., Ueda, T., Dai, J., and Nakai, H., "Deformation capacity of RC piers wrapped by new fiber-reinforced polymer with large fracture strain", Cement and Concrete Composites, Vol.28, 2006, pp.914-927.
DOI
|
3 |
Chun, S.C., Park, H.C., Ahn, J.H., and Park, C.L., "Behavior of Concrete Columns Confined by Carbon Fiber Sheets under a Constant Axial Force with Reversed Cyclic Lateral Loading", Journal of the Korea Concrete Institute, Vol.11, No.2, 1999, pp.147-156.
|
4 |
Chung, Y.S., Lee, K.K., Han, G.H., and Lee, D.Hy., "Quasi-Staic Test for Seismic Performance of Circular R.C. Bridge Piers Before and After Retrofitting", Journal of the Korea Concrete Institute, Vol.11, No.5, 1999, pp.107-118.
DOI
|
5 |
Lee, H.H., Kim, J.H., Rho, K.G., "Strengthening Effects of RC Column using Fiber Reinforced Polymer", Journal of the Korea Concrete Institute, Vol.24, No.4, 2012, pp.473-480.
DOI
|
6 |
ISO 10406-2, Fibre-reinforced polymer (FRP) reinforcement of concrete - Test methods - Part. 2: FRP sheets, Geneva, Switzerland, 2015.
|
7 |
ACI 318-83, Building Code Requirements for Reinforced Concrete, American Concrete Institute, Detroit, Michigan, 1986.
|
8 |
ACI 374.2R-13, Guide for Testing Reinforced Concrete Structural Elements under Slowly Applied Simulated Seismic Loads, ACI Committee 374, American Concrete Institute, Detroit, Michigan, 2013.
|
9 |
Mander, J.B., Priestley, M.J., and Park. R., "Theoretical Stress-Strain Model for Confined Concrete", ASCE Journal of Structural Engineering, American Society of Civil Engineers, Vol.114, 1988, pp.1804-1826.
DOI
|
10 |
ACI 440.2R-08, Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures, ACI Committee 440, American Concrete Institute, Detroit, Michigan, 2008.
|