Effects of Variation of Axial Load on Seismic Performance of Shear Deficient RC Exterior BCJs

Author:

Al-Osta Mohammed AliORCID,Khan Umais,Baluch Mohammed Hussain,Rahman Muhammad Kalimur

Funder

King Fahd University of Petroleum and Minerals

Publisher

Springer Science and Business Media LLC

Subject

Ocean Engineering,Civil and Structural Engineering

Reference20 articles.

1. ACI Committee, 318-14. (2014). Building code requirements for structural concrete and commentary.

2. ACI-ASCE Committee 352. (2002). Recommendations for design of beam-column connections in monolithic reinforced concrete structures. Farmington Hills: American Concrete Institute.

3. Al-Osta, M., Al-Khatib, A., Baluch, M., Azad, A., & Rahman, M. (2017). Performance of hybrid beam-column joint cast with high strength concrete. Earthquakes and Structures, 12(6), 603–617.

4. Antonopoulos, C. P., & Triantafillou, T. C. (2003). Experimental investigation of FRP strengthened RC beam-column joints. ACSE Journal of Composites for Construction, 7(1), 39–49.

5. Bakir, P. G., & Boduroglu, H. M. (2002). A new design equation for predicting the joint shear strength of monotonically loaded exterior beam-column joints. Engineering Structures, 24(8), 1105–1117.

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