1. Chang G, Mander J. Seismic energy based fatigue damage analysis of bridge columns: Part I – Evaluation of seismic capacity, NCEER Technical Report: 0006–94, National Center for Earthquake Engineering Research, State University of New York. Buffalo, NY; 1994.
2. Filipou FC, Popov EP, Bertero VV. Effect of bond deterioration on hysteretic behaviour of reinforced concrete joints. Report UCB/EERC-83/19, Earthquake Engineering Research Centre, University of California. Berkeley, CA; 1983.
3. Evaluation of seismic venerability of highway bridges in the eastern United States;Mander,1992
4. Energy-based prediction of low-cycle fatigue life of BS 460B and BS B500B steel bars;Abdalla;Mater Des,2009
5. Tensile and low cycle fatigue behavior of corroded reinforcing steel bars S400;Apostolopoulos;Constr Build Mater,2007