Rational Approach to Prediction of Shear Capacity of RC Beam-Column Elements-Reference-Cited by-同舟云学术

Rational Approach to Prediction of Shear Capacity of RC Beam-Column Elements

Author:

Marcantonio Paola Rita¹,Ožbolt Joško²,Petrangeli Marco³

Affiliation:

1. Dept. of Engineering and Geotechnical, Univ. of Pescara, Viale Pindaro 42, 65127 Pescara, Italy.

2. Professor, Institute of Construction Materials, Univ. of Stuttgart, Pfaffenwaldring 4, 70560 Stuttgart, Germany (corresponding author).

3. Professor, Dept. of Engineering and Geotechnical, Univ. of Pescara, Viale Pindaro 42, 65127 Pescara, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference77 articles.

2. Shear capacity of reinforced high-strength concrete beams;Ahmad S. H.;ACI J. Proc.,1986

3. Diagonal tension strength of reinforced concrete t-beams with varying shear span;Al-Alusi A. F.;ACI J. Proc.,1957

4. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete and commentary.” ACI 318 Farmington Hills MI.

5. Detailing of stirrup reinforcement;Anderson N. S.;ACI Struct. J.,1989

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