[1]ایزدپناه، مهدی؛ “ارزیابی یک معیار ساده و مؤثر برای تخمین خسارت قابهای خمشی بتن مسلح”، پایاننامه کارشناسی ارشد، دانشکدهی فنی و مهندسی، دانشگاه . کردستان، ۱۳۸۸
[2] حبیبی، علیرضا؛ محرمی،حمید؛ تسنیمی، عباسعلی “ارزیابی عملکرد لرزهای قابهای خمشی بتن مسلح با استفاده از ، اندیس خسارت سختی”، نشریه دانشکده فنی، جلد ۴۰. شماره ۵، صفحه ۱۳۸۵ ،۷۰۱
[3]سلیمی، محمد؛ “تحلیل غیرخطی قابهای خمشی بتن مسلح با تأکید بر اثر محصور شدگی بتن بر ضریب رفتار”، پایان-نامه کارشناسی ارشد، دانشکدهی فنی و مهندسی، دانشگاه. تربیت مدرس، ۱۳۸۳
[4] رهایی .ع و نعمتی .س،“ ارزیابی عملکرد و روشهای مقاوم- سازی سازههای بتنی”. تهران، ۱۳۸۳
[5]Applied Technology Council, ATC40; “Seismic Evaluation and Retrofit of Concrete Buildings California Seismic Safety Commission”, 1997.
[6]Bracci, J.M. and Reinhorn, A.M. and Mander, J.B. and Kunnath, S.K.; “The Deterministic model for seismic damage evaluation of RC structures”, Technical Report NCCEER-89-0033, National Center for earthquake Engineering Research, State University of
New York, Buffalo NY.1989.
[7]Cakmak, A.S, Dipasquale E, “Identification of the serviceability limit state and detection of seismic structure damage” Report NCEER-88-0022, National Center for Earthquake Engineering Research, State University of New York at Buffalo, NY, 1988.
[8]Cakmak, A.S, Dipasquale E, “On the relation between local and global damage indices”. Technical Report NCEER-89-0034, State University of New York at Buffalo, 1989.
[9]Cakmak, A.S. and Dipasquale, E.,”Seismic damage assessment using linear models”. Soil Dynamics and Earthquake Engineering; No.4, 9; 194-215; 1990.
[10]Chellini G, De Roeck G, Nardini L, Salvatore W, “Damage analysis of a steel–concrete composite frame by finite element model updating” Journal of Constructional Steel Research.66, PP398-411,2010.
[11]Chopra AK,Goel RK. “Capacity-demand-diagram- methods for estimating seismic deformation of inelastic structures:SDF Systems”. Report No.PEER-1999/02.Berkeley(CA):Pacific Earthquake Engineering Research Center, University of California
at Berkeley. 1999.
[12]Colombo .A, Negro .P, “A damage index of generalized applicability” Engineering Structures.27,PP1163-1174, 2005.
[13]Estekanchi H, Arjomandi K, “Comparison of damage indexes in nonlinear time history analysis of steel moment frames” Asian Journal of civil engineering(building and housing).8, PP629-646,2007.
[14]Estekanchi .H, Arjomandi .K and Vafai .A, “Estimating structural damage of steel moment frames by Endurance Time method” Journal of Constructional Steel Research.64, PP145-155,2008.
[15]Falerio S. Oller S and Barbat A, “Plastic-damage seismic model for reinforced concrete frames” Computers and Structures.86, PP581-597,2008.
[16]Federal Emergency Management Agency, FEMA273. “NEHRP Guidline for The Seismic Rehabilitation of Building”, Building Seismic Safety Council,Washington DC.1997.
[17]FEMA440, “Improvement of nonlinear static seismic analysis procedures”, Federal Emergency Management Agency, Washington,DC.2005.
[18]Ghobarah A, Abou-Elfath H, Biddah A, “Response- Based Damage Assessment of Structures”, Earthquake Engng. Struct. Dyn. Vol. 28, 1999, PP79-104.
[19]Park Y.J., Ang A.H.S, “Mechanistic Seismic Damage Model for Reinforced Concrete”, Journal of Structural Engineering, ASCE, Vol. 111, No. 4, PP.722-739,1985.
[20]Powell H.Graham and Allahabadi R., "“Seismic damage prediction by deterministic methods"Concepts and Procedures, Erthquake Engineering and Structural Dynamics, Vol. 16, 719-734,1988.
[21]Usami, T., and Kumar, S. “Inelastic seismic design verification method for steel bridge piers using a damage index based hysteretic model.” Engineering structures, Vol.20, PP. 472-480.1998.
[22]Valles, R.E; Reinhorn, A.M; Kunnath, S.K; Li4, C and Madan .A, “IDARC version 4.0:a program for the
inelastic damage analysis of reinforced concrete
structures” Technical Report NCEER-96-0010,
National Center For Earthquake Engineering Research,
State University of New York at Buffalo. 1996.
[23]Zhang X, Wong K, Wang Y, “performance assessment of moment resisting during earthquakes base on the force analogy method” Engineering Structures.29,PP2792-2802,2007.
)