1. S.K. Paul, S. Majumder, S. Kundu, Low cycle fatigue behaviour of thermo mechanically treated bar. Mater. Des. 58, 402–411 (2014)
2. G.A. Chang, J.B. Mander, Seismic Energy Based Fatigue Damage Analysis of Bridge Columns: Part I—Evaluation of Seismic Capacity, Technical Report NCEER-94-0006, National Center for Earthquake Engineering Research, State University of New York, 1994
3. A. Apostolopoulos, T. Matikas, G. Kodzhaspirov, Structural integrity of steel bar under seismic loads. Mater. Phys. Mech. 25, 22–29 (2016)
4. F.C. Filipou, E.P. Popov, V.V. Bertero, Effect of Bond Deterioration on Hysteretic Behaviour of Reinforced Concrete Joints, Report UCB/EERC-83/19, Earthquake Engineering Research Centre, University of California, 1983
5. S.K. Kunnath, A. Kanvinde, Y. Xiao, G. Zhang, Effects of Buckling and Low Cycle Fatigue on Seismic Performance of Reinforcing Bars and Mechanical Couplers for Critical Structural Members, Technical Report, University of California, 2009