THÔNG TIN TÀI LIỆU
Thông tin cơ bản
| Định dạng | |
|---|---|
| Số trang | 128 |
| Dung lượng | 9,43 MB |
Nội dung
Ngày đăng: 30/01/2021, 15:55
Nguồn tham khảo
| Tài liệu tham khảo | Loại | Chi tiết | ||
|---|---|---|---|---|
| [24] Rajasekaran, S. and Amalraj, R. 2001. Discussion of “Prediction of Ultimate Shear Strength of Reinforced-Concrete Deep Beams Using Neural Networks” by A. Sanad and M. P. Saka. Journal of Structural Engineering, 127 (7): 818-828 | Sách, tạp chí |
|
||
| [1] ACI Committee. 544. 1996. State-of-the-Art Report on Fiber Reinforced Concrete ACI 544.1R-96, pp. 1-66 | Khác | |||
| [2] ACI Committee. 544. 1999. Recent Approaches to Shear Design of Structural Concrete ACI 445R-99, pp. 1-55 | Khác | |||
| [3] Adhikary, B. B., and Mutsuyoshi, H. 2006. Prediction of shear strength of steel fiber RC beams using neural networks. Construction and Building Materials, 20, pp. 801-811 | Khác | |||
| [4] Al Ta’an, S.A., and Al Feel, J.R. 1990. Evaluation of shear strength of fibre reinforced concrete beam. Cement and Concrete Composites, 12 (2), pp 87-94 | Khác | |||
| [5] Ashour, A. F. 2000. Shear Capacity of Reinforced Concrete Deep Beams. Journal of Structural Engineering, 126(9), pp. 1045-1052 | Khác | |||
| [6] Bazant, Z. P., and Kim, J. K. 1984. Size effect in Shear Failure of Longitudinally Reinforced Beams. ACI Journal, 81 (81-38): pp 456-468 | Khác | |||
| [7] Bazant, Z. P., and Yu, Q. 2005. Designing Against Size Effect on Shear Strength of Reinforced Concrete Beams Without Stirrups: I.Formulation. Journal of Structural Engineering, 131(12): pp 1877-1885 | Khác | |||
| [8] Bentz, E. C., Vecchio, F. J., and Collin, M. P. 2006. Simplified Modified Compression Field Theory for Calculating Shear Strength of Reinforced Concrete Elements. ACI Structural Journal, 103-S65, pp. 614-624 | Khác | |||
| [9] Campione, G., La Mendola, L., and Papia, M. 2006. Shear strength of steel fiber reinforced concrete beam with stirrups. Structural Engineering and Mechanics, 24(1): pp. 107-136 | Khác | |||
| [10] Casanova, P., and Rossi, P. 1999. High Strength Concrete Beams Submitted to Shear: Steel Fibers Versus Stirrups. Structural Applications of Fiber Reinforced Concrete, SP 182-4, pp. 53-67 | Khác | |||
| [11] CEB-FIP MC 90. Design of concrete structures. CEB-FIP-Model-Code 1990. Thomas Telford; 1993 | Khác | |||
| [12] Cho, S. H., and Kim, Y. I. 2003. Effect of Steel Fibers on Short Beams Loaded in Shear. ACI Structural Journal, 100 (6), pp. 765-774 | Khác | |||
| [13] Colajanni, P., Recupero, A., and Spinella, N. 2008. Shear Strength Prediction By Modified Plasticity Theory For SFRC Beams. American Institute of physics, pp. 888-895 | Khác | |||
| [14] Collins, M. P., Bentz, E. C., Sherwood, E. G. and Xie, L. 2007. An Adequate Theory for the Shear Strength of Reinforced Concrete Structures.University of Cambridge 23 rd , pp. 75-94 | Khác | |||
| [15] Dupont, D., and Vandewalle, L. 2003. Shear capacity of concrete beams containing longitudinal reinforcement and steel fibres. In Innovations in Fibre-Reinforced-Concrete for Value. ACISP-216, pp. 78-94 | Khác | |||
| [16] Garay, J. D. and Lubell A. S. 2009. Behavior of Concrete Deep Beams with High Strength Reinforcement. SEI/ASCE Structures Congress, Vancouver, pp 10 | Khác | |||
| [17] Imam, M., Vandewalle, L., and Mortelmans, F. 1995. Shear-Moment Analysis of Reinforced High Strength Concrete Beams Containing Steel Fiber.Canadian Journal of Civil Engineering, 22, pp. 462-470 | Khác | |||
| [18] Khuntia M, Stojadinovic B, Goel SC. Shear strength of normal and high- strength fiber reinforced concrete beams without stirrups. ACI Struct Journal , 96 (2), pp.282 | Khác | |||
| [19] Kwak, Y. K., Eberhard, M. O., Kim, W. S., and Kim, J. 2002. Shear Strength of Steel Fiber-Reinforced Concrete Beams without Stirrups. ACI Structural Journal, 99 (4), pp. 530-538 | Khác |
TỪ KHÓA LIÊN QUAN
TÀI LIỆU CÙNG NGƯỜI DÙNG
TÀI LIỆU LIÊN QUAN