Investigating the Code Requirements and Influential Factors on the Determination of the Percentage of Maximum and Minimum Shear Reinforcement for Reinforced Concrete Deep Beams

Author:

Mohammadi Rad Zahra,Fazeli Kelareh MohammadrezaORCID,Fathi HamedORCID,Aghayari RezaORCID

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference38 articles.

1. American Concrete Institute (ACI) (2014) Building code requirements for structural concrete (ACI 318–14) and commentary on building code requirements for structural concrete (ACI 318R-14)

2. Arabzadeh A (2001) Analysis of some experimental results of simply supported deep beams using truss analogy method. Iran J Sci Technol Trans B Technol 25(1):115–128

3. Arabzadeh A, Rahaei AR, Aghayari R (2009) A simple strut-and-tie model for prediction of ultimate shear strength of RC deep beams. Int J Civ Eng 2009:141–153

4. Arabzadeh A, Aghayari R, Rahai AR (2011) Investigation of experimental and analytical shear strength of reinforced concrete deep beams. Int. J Civ Eng 2011:207–214

5. Arabzadeh A, Aghayari R, Rahai AR (2012) A new model for predicting the effective strength in reinforced concrete bottle-shaped struts. Int. J Civ Eng 10(4):253–262

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