Pre-earthquake and post-earthquake retrofitting of poorly detailed exterior RC beam-to-column joints

Author:

Kalogeropoulos George I.,Tsonos Alexander-Dimitrios G.,Konstandinidis DimitriosORCID,Tsetines Stylianos

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference31 articles.

1. Effectiveness of r/c jacketing of substandard r/c columns with short lap splices;Kalogeropoulos;Struct Monitor Maintenance – Int J,2014

2. Pampanin S, Calvi GM, Moratti M. Seismic behaviour of R.C. beam-column joints designed for gravity loads. In: 12th ECEE, London, paper no. 726; 2002.

3. Engideniz M, Kahn LF, Zureick A-H. Repair and strengthening of non-seismically designed RC beam-to-column joints: state-of-the-art. Georgia Institute of Technology, Research report No. 04-4; 2004.

4. Repair and strengthening of reinforced concrete beam–column joints: state of the art;Engindeniz;ACI Struct J,2005

5. Seismic repair of reinforced concrete beam-column sub-assemblages of modern structures by epoxy injection technique;Tsonos;Struct Eng Mech,2002

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