Analytical and numerical models to determine the strength of RC exterior beam–column joints retrofitted with UHPFRC

Author:

Palomo Ingrid Rocio IrreñoORCID,Frappa GiadaORCID,de Almeida Luiz CarlosORCID,Trautwein Leandro MoutaORCID,Pauletta MargheritaORCID

Publisher

Elsevier BV

Reference83 articles.

1. Frappa G, Pauletta M. Seismic retrofitting of a reinforced concrete building with strongly different stiffness in the main directions. In: Proceedings of the 14th fib international PhD symposium in civil engineering, Rome, Italy. 2022.

2. Shear strength formula for interior beam–column joints with plain bars in existing buildings;Di Marco;Eng Struct,2023

3. Effectiveness of RC beam–column connection repair using epoxy resin injections;Karayannis;J Earthq Eng,1998

4. Local retrofit of exterior RC beam–column joints using thin RC jackets—An experimental study;Karayannis;Earthq Eng Struct Dyn,2008

5. Experimental study on the behavior of RC beam–column joint retrofitted with ferrocement jacket under cyclic loading;Noyan,2014

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