1. Aboutaha, R. S., Engelhardt, M. D., Jirsa, J. O., & Kreger, M. E. (1999). Rehabilitation of shear critical concrete columns by use of rectangular steel jackets. ACI Structural Journal, 96(1), 68–78.
2. Bett, B., Klinger, R., & Jirsa, J. O. (1985). Behavior of strengthened and repaired R/C columns under cyclic deformations. PMFSEL report no 85-3, University of Texas, Austin, USA.
3. Ceresa, P., Petrini, L., & Pinho, R. (2007). Flexure–shear fiber beam–column elements for modeling frame structures under seismic loading: State of the art. Journal of Earthquake Engineering, 11(supplement 1), 46–88.
4. Ceresa, P., Petrini, L., Pinho, R., & Sousa, R. (2009). A fibre flexure–shear model for seismic analysis of RC-framed structures. Earthquake Engineering and Structural Dynamics, 38(5), 565–586.
5. Filippou, F. C., D’Ambrisi, A., & Issa, A. (1992). Nonlinear static and dynamic analysis of reinforced concrete subassemblages. Earthquake Engineering Research Center Report No. UCB/EERC-92/08, University of California, Berkeley, USA.