[1] F. Prestandard, commentary for the seismic rehabilitation of buildings (FEMA356), Washington, DC: Federal Emergency Management Agency, 7 (2000).
[2] A.T. Council, ATC40, in: Seismic Evaluation and Retrofit of Concrete Buildings California Seismic Safety Commission, 1997.
[3] S. Toussi, J.T. Yao, Hysteresis identification of existing structures, Journal of Engineering Mechanics, 109(5) (1983) 1189-1202.
[4] J.E. Stephens, J.T. Yao, Damage assessment using response measurements, Journal of Structural Engineering, 113(4) (1987) 787-801.
[5] A. Ghobarah, H. Abou-Elfath, A. Biddah, Response-based damage assessment of structures, Earthquake engineering & structural dynamics, 28(1) (1999) 79-104.
[6] Y.-J. Park, A.H.-S. Ang, Mechanistic seismic damage model for reinforced concrete, Journal of structural engineering, 111(4) (1985) 722-739.
[7] H. Krawinkler, M. Zohrei, Cumulative damage in steel structures subjected to earthquake ground motions, Computers & Structures, 16(1-4) (1983) 531-541.
[8] Y.s.M. Chung, C; and Shinozuka, M, Modeling of concrete damage, ACI, Structural Journal, 86(3) (1989) 259-271.
[9] E. DiPasquale, A. Cakmak, Seismic damage assessment using linear models, Soil Dynamics and Earthquake Engineering, 9(4) (1990) 194-215.
[10] E. Cosenza, G. Manfredi, R. Ramasco, The use of damage functionals in earthquake engineering: a comparison between different methods, Earthquake engineering & structural dynamics, 22(10) (1993) 855-868.
[11] M. Rodriguez, A measure of the capacity of earthquake ground motions to damage structures, Earthquake engineering & structural dynamics, 23(6) (1994) 627-643.
[12] A. Colombo, P. Negro, A damage index of generalised applicability, Engineering Structures, 27(8) (2005) 1164-1174.
[13] T. Usami, S. Kumar, Inelastic seismic design verification method for steel bridge piers using a damage index based hysteretic model, Engineering Structures, 20(4-6) (1998) 472-480.
[14] T. M, Nonlinear Analysis of Structures, Fadak Isatis, (2011).
[15] S.K. Kunnath, A.M. Reinhorn, R. Lobo, IDARC Version 3.0: A program for the inelastic damage analysis of reinforced concrete structures, (1996).
[16] S. Otani, M.A. Sozen, Behavior of multistory reinforced concrete frames during earthquakes, University of Illinois Engineering Experiment Station. 1972.
[17] A.l. Habibi, H. Moharrami, A.A. Tasnimi, Evaluation of Seismic Performance of Concrete Moment Frames Using Hardness Damage Index, Technical College, 40(5) (2006) 701-712.
[18] H. Estekanchi, A. Vafai, K. Arjomandi, Correlation between structural performance levels and damage indexes in steel frames subjected to earthquakes, Scientia Iranica, 16(2) (2009).
[19] M. Izadpanah, A.R. Habibi, A. Yazdani, Evaluation of Damage to Concrete Moment Frames Using Pushover Analysis, in: 5th National Congress of Civil Engineering, Ferdowsi University of Mashhad, Mashhad, Iran., 2010.