1 |
Kim, D.-J., Kim, W., and White, R. N., 'Prediction of Reinforcement Tension Produced by Arch Action in RC Beams,' ASCE, Journal of Structural Engineering, Vol.124, No.6, 1998, pp.611-622
DOI
ScienceOn
|
2 |
Leonhardt, F., 'Reducing the shear reinforcement in reinforced concrete beams and slabs,' Magazine of Concrete Research, Vol.17, No.53, 1965, pp.187-198
DOI
|
3 |
Collins, M. P. and Mitchell, D., 'Prestressed Concrete Structures,' Prentice-Hall, Englewood Cliffs, N. J., 1991
|
4 |
ASCE-ACI Committee 326, 'The Shear Strength of Reinforced Concrete Members,' Journal of Structural Division, ASCE, Vol.99, No.6, 1973, pp.1001-1187.
|
5 |
Taylor, H P. J., 'The fundamental behavior cf reinforced concrete beams in bending and shear,' ACI SP-42, Detroit, M. I., 1974, pp.43-77
|
6 |
ASCE-ACI Committee 445, 'Recent approaches to shear design of structural concrete,' Journal of Structural Engineering, ASCE, Vol.124, No.5, 1998, pp.1375-1417
DOI
|
7 |
Walraven, J., Frenay, J., and Pruijssers, A., 'Influence of Concrete Strength and Load History on the Shear Friction Capacity of Concrete Members,' PCI Journal, Vol.32, No.1, 1987, pp.66-84
|
8 |
Bhide, S. B. and Collins, M. P., 'Influence of axial tension on the shear capacity of reinforced concrete members,' ACI Structural Journal, Vol.86, No.5, 1989, pp. 551-564
|
9 |
ACI Committee 318, 'Building Code Requirement for Reinforced Concrete and Cornrneniary,' ACI, Detroit, MI, 1995
|
10 |
AASHTO LRFD, 'Bridge Design Specificaion and Commentary,' First Edition, American Association of State Highway and Transportation Officials, Washington, D.C, 1994, 1091pp
|
11 |
Kani, G. N. J., 'Basic Facts Concerning Shear Failure,' ACI Journal, Vol.63, No.3, 1966, pp.675-692
|