Shear Strength of RC Beams with Steel Stirrups-Reference-Cited by-同舟云学术

Shear Strength of RC Beams with Steel Stirrups

Author:

Zhang Tao¹,Visintin Phillip²,Oehlers Deric John³

Affiliation:

1. Ph.D. Student, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia.

2. Lecturer, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia (corresponding author).

3. Emeritus Professor, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference67 articles.

1. ACI (American Concrete Institute). (1992). “State of the art report on high-strength concrete.” ACI 363R-92 Detroit.

2. ACI (American Concrete Institute). (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 Farmington Hills MI.

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

4. Size effect in diagonal shear failure: Influence of aggregate size and stirrups;Bažant Z. P.;ACI Mater. J.,2011

5. Simplified modified compression field theory for calculating shear strength of reinforced concrete elements;Bentz E. C.;ACI Struct. J.,2007

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