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Nguồn tham khảo
| Tài liệu tham khảo | Loại | Chi tiết |
|---|---|---|
| [1] ACI Committee 318. 2008. Building Code Requirements for Structural Concrete and Commentary (ACI 318-08). American Concrete Institute, Farmington Hills, MI, 471p | Khác | |
| [2] (a) EC0. Eurocode 0 - Basis of structural design. EN 1990:2002, European Commitee for Standardization, 87p.(b) EC2. Eurocode 2 – Design of concrete structures. EN 1992:2004, Part 1 – 1: General rules and rules for buildings. European Committee for Standardization, 225p | Khác | |
| [3] ACI Committee 544. 1999. Recent Approaches to Shear Design of Structural Concrete (ACI 445R-99), 55p | Khác | |
| [4] ACI Committee 440.2R. 2008. Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2R-08). American Concrete Institute, Farmington Hills, MI, 80p | Khác | |
| [5] Collins, M. P. 1978. Toward a Rational Theory for RC Members in Shear. Journal of Structural Division, ASCE, V. 104, No. 4, 649-666 | Khác | |
| [6] Mửrsch, E. 1920. Der Eisenbetonbau-Seine Theorie und Anwendung (Reinforced Concrete Construction—Theory and Application), 5th Edition, Wittwer, Stuttgart, V. 1, Part 1 | Khác | |
| [7] Schlaich, J., Schọfer, I., and Jennewein, M. 1987. Towards a Consistent Design of Structural Concrete, Journal of the Prestressed Concrete Institute, V. 32, No. 3, 74-150 | Khác | |
| [8] Alzoubi and Zhengliang. 2007. Overview Shear Strengthing of RC Beam with Externally Bonded FRP Composites. Journal of Applied Sciences 7(8), 1093-1106 | Khác | |
| [9] FIB. 2001. Bulletin 14 - Externally Bonded FRP Reinforcement for RC Structures. Technical report, Task Group 9.3 FRP (fibre reinforced polymer) reinforcement for concrete structures, 139p | Khác | |
| [10] Triantafillou, T. 1998. Shear Strengthening of Reinforced Concrete Beams using Epoxy Bonded FRP Composites. ACI Structural Journal, 95 (2), 107-115 | Khác | |
| [11] Khalifa, A., Gold, W., Nanni, A., and Abdel Aziz, M. I. 1998. Contribution of Externally Bonded FRP to Shear Capacity of RC Flexural Members.Journal of Composites for Construction, 2(4), 195–202 | Khác | |
| [12] (a) CEB-FIP Model Code 2010. First complete draft - Volume 1. Lausanne, Switzerland, 2010, 317p.(b) CEB-FIP Model Code 2010. First complete draft - Volume 2. Lausanne, Switzerland, 2010, 311p | Khác | |
| [13] Bilal El-Ariss. 2007. Behavior of Beams with Dowel Action. Engineering Structures 29 (2007), 899–903 | Khác | |
| [14] Dulascka H. 1972. Dowel Action of Reinforcement Crossing Cracks in Concrete. ACI Structural Journal 69 (12), 754–757 | Khác | |
| [15] Kono and Tanaka. 2001. Interface Shear Transfer for High Strength Concrete and High Strength Reinforcement. 12WCEE2000, 0641, 1–8 | Khác | |
| [16] Kim and Park. 1996. Prediction of Shear Strength of Reinforced Concrete Beams without Web Reinforcement. ACI Materials Journal. 93 (24), 1- 10 | Khác | |
| [17] Ashour AF. 1997. Tests of Reinforced Concrete Continuous Deep Beams. ACI Structural Journal 1997, 94 (1), 3–12 | Khác |
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