The key factors affecting the behavior of reinforced concrete beam–column joints under cyclic load
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42107-022-00464-6.pdf
Reference84 articles.
1. ACI committee 318. (1971). Building Code Requirements for Structural Concrete. Farmington Hills: American Concrete Institute.
2. ACI committee 318. (2002). Building Code Requirements for Structural Concrete. Farmington Hills: American Concrete Institute.
3. ACI committee 318. (2019). Building code requirements for reinforced concrete and commentary. American Concrete Institute.
4. ACI-ASCE Committee 352. (1976). Recommendations for design of beam–column joints in monolithic reinforced concrete structures. American Concrete Institute, 73(7), 375–393, 1976, https://doi.org/10.14359/11078.
5. ACI-ASCE Committee 318. (1985). Recommendations for design of beam–column joints in monolithic reinforced concrete structures. Journal of American Concrete Institute, 82(3), 266–283. https://doi.org/10.14359/11078
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