Shear Capacity of RC Beams Based on Beam and Arch Actions

Author:

Gunawan Devin1,Okubo Kazumasa1,Nakamura Takuro2,Niwa Junichiro1

Affiliation:

1. Department of Civil and Environmental Engineering, Tokyo Institute of Technology, Tokyo, Japan.

2. Civil Engineering Research Institute for Cold Region, Public Works Research Institute, Sapporo, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference22 articles.

1. 1) Anderson, N. S. and Ramirez, J. A., (1989). “Detailing of stirrup reinforcement.” ACI Journal, 86(5), 507-515.

2. 2) Chi, S., Nakamura, H., Yamamoto, Y. and Miura, T., (2018). “Influence of transverse reinforcement on size effect of shear strength of RC beam.” Proceedings of JCI, 40(2), 619-624. (in Japanese)

3. 3) Gunawan, D., Nakamura, T. and Niwa, J., (2018). “Reinforcing effects of stirrups on concrete contribution in shear.” Proceedings of JCI, 40(2), 655-660.

4. 4) fib, (2013). “fib model code for concrete structures 2010.” Lausanne, Switzerland: Federation Internationale du Beton (fib).

5. 5) Inoue, H., Higai, T. and Nakamura, H., (1999). “The effect of shear reinforcements in RC members.” Proceedings of JCI, 21(3), 463-468. (in Japanese)

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