Proposal of a scissor-based model for the non-linear analysis of RC beam-column joints strengthened by FRP

Author:

Grande Ernesto,Imbimbo Maura,Napoli Annalisa,Realfonzo Roberto,Tomei Valentina

Publisher

Elsevier BV

Reference31 articles.

1. Reinforced concrete exterior beam-column joints under seismic loading;Megget;N Zeal Eng,1971

2. Seismic resistance of reinforced concrete frame structures designed only for gravity loads: experimental performance of subassemblages;Aycardi;Acids Struct J,1994

3. Idris Bedirhanoglu Santiago Pujol, and Nahit Kumbasar A.I. Behavior of Deficient Joints with Plain Bars and Low-Strength Concrete. ACI Struct J n.d.;107. 〈https://doi.org/10.14359/51663695〉.

4. Hassan E.M. Analytical and experimental assessment of seismic vulnerability of beam-column joints without transverse reinforcement in concrete buildings. n.d.

5. Pantelides C.P., Hansen J., Nadauld J., Reaveley L.D. Assessment of reinforced concrete building exterior joints with substandard details n.d.

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