References
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  1. ASCE. Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-05. American Society of Civil Engineers, Reston, Virginia, 2006.
  2. Bozorgnia, Y. and V. V. Bertero, 2003, “Damage spectra: characteristics and applications to seismic risk reduction.” J. Struct. Eng., Vol. 129, No. 10, pp. 1330-1340.
  3. Clough, R.W. 1966. Effect of stiffness degradation on earthquake ductility requirements. Reort No. UCB/SESM-1966/16, Dept. of Civil Engineering, University of California, Berkeley, 1966-10, 75 pages.
  4. Clough, R.W., and S.B. Johnston, "Effect of Stiffness Degradation on Earthquake Ductility Requirements," Proceedings, Second Japan National Conference on Earthquake Engineering, 1966, pp. 227-232.
  5. Hanson, R. D. and Soong T. T. Seismic Design with Supplemental Energy Dissipation Devices, EERI Monograph No. 8, Earthquake. Engineering Research Institute: Oakland, CA 2001.
  6. Mahin S.A., and V.V. Bertero. An Evaluation of Some Methods for Predicting Seismic Behavior of Reinforced Concrete Buildings. Report No. UCB/EERC-75/5; Earthquake Engineering Research Center, University of California at Berkeley, CA, 1975.
  7. Mahin, S.A., and V.V. Bertero, "Nonlinear Seismic Response of a Coupled Wall System," Journal, Structural Division, ASCE, Vol. 102, No. ST9, 1976, pp. 1759-1780.
  8. Mahin SA, Lin J. Construction of inelastic response spectra for single degree of freedom systems. Report No. UCB/EERC-83/17; Earthquake Engineering Research Center, University of California at Berkeley, CA, 1983.
  9. Murakami M., Penzien J., "Nonlinear response spectra for probabilistic seismic design and damage assessment of reinforced concrete structures ,"  Report No. UCB/EERC-75/38, Earthquake Engineering Research Center, University of California, Berkeley, 1975-11, 99 pages.
  10. Park, Y.-J.; Ang, A.H.-S. “Mechanistic seismic damage model for reinforced concrete.” Journal of Structural Engineering, 111, 4, 1985.