1. Ciampi V. Eligehausen R. Betero V. V. and Popov E. V. (1982). “Analytical model for deformed bar bond under generalized excitations.” Rep. No. UCB/EERC-82/23 Univ. of Calif. Berkeley Calif.
2. Dagher F. and Harajli M. H. (2007). “Seismic strengthening of bond-critical regions in rectangular RC columns using external FRP jackets.” Research Rep. Submitted in Partial Fulfillment of the Requirements of M.S. Degree in CE American Univ. of Beirut Beirut Lebanon.
3. Eligehausen R. Popov E. P. and Bertero V. V. (1983). “Local bond stress-slip relationships of deformed bars under generalized excitations.” Rep. No. UCB/EERC-83/23 Univ. of Calif. Berkeley Calif.
4. Bond between normal strength and high-strength concrete (HSC) and reinforcing bars in splices in beams;Esfahani R.;ACI Struct. J.,1998
5. Filippou F. C. Popov E. P. and Bertero V. V. (1983). “Effects of bond deterioration on hysteretic behavior of reinforced concrete joints.” Rep. No. UCB/EERC-83/19 Univ. of Calif. Berkeley Calif.