This paper proposes an analytical model to simulate the nonlinear behavior of reinforced concrete (RC) structures subject to monotonic in-plane shear and normal stresses. Based on the force equilibrium, compatibility conditions, and bond stress-slip relationship between the reinforcement and the sur
β¦ LIBER β¦
Material nonlinear analysis of RC shear walls subject to cyclic loadings
β Scribed by Hyo-Gyoung Kwak; Do-Yeon Kim
- Book ID
- 108124200
- Publisher
- Elsevier Science
- Year
- 2004
- Tongue
- English
- Weight
- 549 KB
- Volume
- 26
- Category
- Article
- ISSN
- 0141-0296
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