Numerical Computation of Code Compliant Beam Column Joints Made with Low Strength Concrete

Author:

Sabir Muhammad Hamza,Samiullah Qazi,Ullah Shahid,Sadiq Shamsher

Publisher

Springer Nature Singapore

Reference23 articles.

1. ACI-318 (2014) Building Code Requirements for Structural Concrete (ACI 318S-14) and Commentary (ACI 318SR-14), American Concrete Institute

2. ACI (2008) ACI Committee, & International Organisation for Standardization. (2008) Building code requirements for structural concrete (ACI 318M-08) and Commentary, American Concrete Institute

3. American Concrete Institute (2005) Building Code Requirements for Structural Concrete and Commentary (ACI 318M-05). American Concrete Institute, 2003, p 436

4. Badrashi YI (2016) Response modification factors for reinforced concrete buildings in Pakistan (Ph.D Thesis). University of Engineering and Technology, Peshawar. http://173.208.131.244:9060/xmlui/handle/123456789/5005

5. Baji H, Eslami A, Ronagh HR (2015) Development of a nonlinear FE modelling approach for FRP-strengthened RC beam-column connections. Structures 3:272–281. https://doi.org/10.1016/j.istruc.2015.06.003

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