1 |
Roberts, T. M. and Haji-Kazemi, H, 'Theoretical study of the behaviour of reinforced concrete beams strengthened by externally bonded steel plates,' Proceedings of the Institution of avil Engineers, Vol.87, Part 2, 1989, pp.39~55
DOI
|
2 |
Jones, R, Swamy, R. N., and Charif, A, 'Plate separation and anchorage of reinforced concrete beams strengthened with epoxy-bonded steel plates,' The Structural Engineer, Vol.66, No.5, 1998, pp.85-94
|
3 |
Teng, J. G. et al., 'ERP-Strengthened RC Structures,' John Wiley & Sons, Ltd, West Sussex, England, 2002. pp.31~46
|
4 |
강성후, 박선준, 김민성, 'FREP로 휨 보강된 철근콘크리트보의 성능 개선 평가를 위한 실험적 연구,' 대한토목학회논문집, Vol23, No.3A, 2002, pp.397~405
|
5 |
오병환, 조재열, 강동욱, '보수 . 보강된 철근 콘크리트보의 구조적 거동에 관한 연구,' 대한토목학회 학술발표회논문집, Vol.8 No.2, 1996, pp.501~507
|
6 |
Roberts, T. M., 'Approximate analysis of shear and nonnal stress concentrations in the adhesive layer of plated RC beams,' The Structural Engineer, Vol.67, No.12, 1989, pp.229~233
|
7 |
Malek, A. M. et al., 'Prediction of Failuer load of RiC Beams Strengthened with FRP Plate due to Stress Concentration at the Plate End,' ACI Structural Journal, Vol.95, No.1, 1998, pp.142~152
|
8 |
MacGregor, J. G., 'Reiriforced Concrete: Mechanics and Design,' Prentice Hall, Englewood Cliff, New Jersey, USA, 1998, pp.43~72
|