Cyclic behavior of HPFRC-repaired reinforced concrete interior beam-column joints

Author:

Shannag M. J.,Barakat S.,Abdul-Kareem M.

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference14 articles.

1. Technical Report NCEER-90-0014;S. P. Pessiki,1990

2. Filiatrault, A., Ladicani, K. and Massicotte, B., ‘Seismic performance of code-designed fiber reinforced concrete joints’,ACI Structural Journal 91 (5) (1993), 564–571.

3. Beres, A., White, R. N., Gergely, P., Pessiki, S. P. and El-Attar, A., ‘Behavior of existing non-seismically detailed reinforced concrete frames’, Earthquake Engng. Tenth World Conference, Madrid, 1992, 3359–3363.

4. Azizinamini, A., Kusha, S., Brungradt, P. and Hatfield, E., ‘Seismic behavior of square high-strength concrete columns’,ACI Structural Journal 91 (3) (1994) 336–345

5. Kramer, D. and Shahrooz, B., ‘Seismic response of beam-columns knee connection’,ACI Structural Journal 91 (3) (1994) 251–260.

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