Effect of Various Structural Factors on Shear Strength Degradation after Yielding of RC Members under Cyclic Loads-Reference-Cited by-同舟云学术

Effect of Various Structural Factors on Shear Strength Degradation after Yielding of RC Members under Cyclic Loads

Published:2020-04-25 Issue:4 Volume:18 Page:211-226
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Fu Li¹,Nakamura Hikaru²,Yamamoto Yoshihito²,Miura Taito²

Affiliation:

1. School of Environmental and Civil Engineering, JiangNan University, 1800 Lihu Avenue, Wuxi, Jiangsu Province, 214122, China.

2. Graduate School of Civil and Environmental Engineering, Nagoya University, Nagoya 464-8603, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/18/4/18_211/_pdf

Reference32 articles.

1. 1) ACI, (2015). “Building code requirements for reinforced concrete (ACI 318M-14).” Michigan, USA: American Concrete Institute.

2. 2) Biskinis, D. E., Roupakias, G. K. and Fardis, M. N., (2004). “Degradation of shear strength of reinforced concrete members with inelastic cyclic displacements.” ACI Structural Journal, 101(6), 773-783.

3. 3) Bolander, J. E. and Hong, G. S., (2002). “Rigid-body-spring network modeling of prestressed concrete members.” ACI Structural Journal, 99(5), 595-604.

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

5. 5) Fu, L., Nakamura, H., Furuhashi, H., Yamamoto, Y. and Miura, T., (2017). “Mechanism of shear strength degradation of a reinforced concrete column subjected to cyclic loading.” Structural Concrete, 18(1), 177-188.

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