Seismic Behavior of Beam–Column Joint Using Hybrid Fiber Reinforced High-Strength Concrete

Author:

Annadurai A.ORCID,Ravichandran A.

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference30 articles.

1. ACI Committee. 211-4R (1993) Guide for selecting proportions for high-strength concrete with portland cement. American Concrete Institute, Farmington Hills

2. ACI Committee. 212.4R-1993. (reapproved 1996) Guide for the use of high range water-reducing admixtures in concrete, pp 1–10

3. ACI Committee. 318 (2005) Building code of requirements for structural concrete and commentary. American Concrete Institute, Farmington Hills

4. ACI Committee. 352-R-02 (2010) Recommendations for design of beam–column connections in monolithic reinforced concrete structures. American Concrete Institute, Farmington Hills

5. Alberti MG, Enfedaque A, Gálvez JC, Cánovas MF, Osorio IR (2014) Polyolefin fiber-reinforced concrete enhanced with steel-hooked fibers in low proportions. Materials and Design 60:57–65

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