T. Paulay, M.N. Priestley, Seismic design of reinforced concrete and masonry buildings, (1992).
 S. Polyakov, „Masonry in Framed Buildings; An Investigations into the Strength and Stiffness of Masonry Infilling”, Moscow (In English translation), Fordította Caims GL 1963-ban, National Lending Library of Science and Technology, (1957).
 E. Akın, E. Canbay, B. Binici, G. Özcebe, Testing and analysis of infilled reinforced concrete frames strengthened with CFRP reinforcement, Journal of reinforced plastics and composites, 30(19) (2011) 1605-1620.
 M.M. Kose, Parameters affecting the fundamental period of RC buildings with infill walls, Engineering Structures, 31(1) (2009) 93-102.
 A. Brodsky, O. Rabinovitch, D.Z. Yankelevsky, Effect of masonry joints on the behavior of infilled frames, Construction and Building Materials, 189 (2018) 144-156.
 Q. Peng, X. Zhou, C. Yang, Influence of connection and constructional details on masonry-infilled RC frames under cyclic loading, Soil Dynamics and Earthquake Engineering, 108 (2018) 96-110.
 A.D. Dautaj, Q. Kadiri, N. Kabashi, Experimental study on the contribution of masonry infill in the behavior of RC frame under seismic loading, Engineering Structures, 165 (2018) 27-37.
 R. Allouzi, A. Irfanoglu, Development of new nonlinear dynamic response model of reinforced concrete frames with infill walls, Advances in Structural Engineering, 21(14) (2018) 2154-2168.
 Z. Andrei, Influence of openings on the behaviour of masonry infill frames, In Proc., 2nd International Conference on Advances in Engineering Services and Applied Mathematics, (2014) 91-96.
 C.B. de Carvalho Bello, G. Boscato, E. Meroi, A. Cecchi, Non-linear continuous model for three leaf masonry walls, Construction and Building Materials, 244 (2020) 118356.
 H. Elwardany, A. Seleemah, R. Jankowski, Seismic pounding behavior of multi-story buildings in series considering the effect of infill panels, Engineering Structures, 144 (2017) 139-150.
 M.L. Moretti, Seismic design of masonry and reinforced concrete infilled frames: a comprehensive overview, American Journal of Engineering and Applied Sciences, 8(4) (2015) 748.
 A. Rooshenas, Comparing pushover methods for irregular high-rise structures, partially infilled with masonry panels, in: Structures, Elsevier, 2020, pp. 337-353.
 S. Shan, S. Li, M.M. Kose, H. Sezen, S. Wang, Effect of partial infill walls on collapse behavior of reinforced concrete frames, Engineering Structures, 197 (2019) 109377.
 T. Alam, K.M. Amanat, Seismic response of randomly infilled reinforced concrete frames with soft ground storey, Australian Journal of Civil Engineering, 18(2) (2020) 153-163.
 P.G. Asteris, S. Antoniou, D.S. Sophianopoulos, C.Z. Chrysostomou, Mathematical macromodeling of infilled frames: state of the art, Journal of Structural Engineering, 137(12) (2011) 1508-1517.
 M. Buitrago, E. Bertolesi, J. Sagaseta, P.A. Calderón, J.M. Adam, Robustness of RC building structures with infill masonry walls: Tests on a purpose-built structure, Engineering Structures, 226 (2021) 111384.
 F.J. Crisafulli, A.J. Carr, Proposed macro-model for the analysis of infilled frame structures, Bulletin of the New Zealand society for earthquake engineering, 40(2) (2007) 69-77.
 A. Furtado, H. Rodrigues, A. Arêde, Calibration of a simplified macro-model for infilled frames with openings, Advances in Structural Engineering, 21(2) (2018) 157-170.
 A. Furtado, H. Rodrigues, A. Arêde, H. Varum, Simplified macro‐model for infill masonry walls considering the out‐of‐plane behaviour, Earthquake Engineering & Structural Dynamics, 45(4) (2016) 507-524.
 M. Holmes, Steel frames with brickwork and concrete infilling, proceedings of the Institution of civil Engineers, 19(4) (1961) 473-478.
 A. Jalaeefar, A. Zargar, Effect of infill walls on behavior of reinforced concrete special moment frames under seismic sequences, in: Structures, Elsevier, 2020, pp. 766-773.
 A. Noorifard, M.R. Tabeshpour, F.M. Saradj, New approximate method to identify soft story caused by infill walls, in: Structures, Elsevier, 2020, pp. 922-939.
 A. Saneinejad, B. Hobbs, Inelastic design of infilled frames, Journal of Structural Engineering, 121(4) (1995) 634-650.
 S. Sattar, A.B. Liel, Seismic performance of nonductile reinforced concrete frames with masonry infill walls—I: development of a strut model enhanced by finite element models, Earthquake Spectra, 32(2) (2016) 795-818.
 B.S. Smith, Lateral stiffness of infilled frames, Journal of the Structural Division, 88(6) (1962) 183-199.
 H. Wu, L. Sui, J. Wang, T. Zhou, Cycle performance tests and numerical modeling of infilled CFS shear walls, Journal of Constructional Steel Research, 168 (2020) 106010.
 A. Habibi, K. Asadi, Seismic performance of RC frames irregular in elevation designed based on Iranian seismic code, (2013).
 A. Habibi, K. Asadi, Seismic performance of reinforced concrete moment resisting frames with setback based on Iranian seismic code, International Journal of Civil Engineering, 12(1) (2014) 41-54.
 A. Habibi, K. Asadi, Development of drift-based damage index for reinforced concrete moment resisting frames with setback, International Journal of Civil Engineering, 15(4) (2017) 487-498.
 G. Magliulo, R. Ramasco, R. Realfonzo, Seismic behaviour of irregular in elevation plane frames, in: Proceedings of the 12th European conference on earthquake engineering, 2002.
 P. Sarkar, A.M. Prasad, D. Menon, Vertical geometric irregularity in stepped building frames, Engineering Structures, 32(8) (2010) 2175-2182.
 G. Aranda, Ductility demands for R/C frames irregular in elevation, in: Proceedings of the eighth world conference on earthquake engineering, San Francisco, USA, 1984, pp. 559-566.
 AR. Habibi and M. Ghasem fam, Evaluation of the behavior factor of vertically irregular moment resisting reinforced concrete frames designed according to standard 2800, 5th National Conference of Concrete
, Iran, 2013, Tehran
 BHRC, Iranian Code of Practice for Seismic Resistant Design of Buildings: Standard No. 2800 ,4th Edition, Building and Housing Research Center., ( 2015).
 A. Reinhorn, H. Roh, M. Sivaselvan, S. Kunnath, R. Valles, A. Madan, C. Li, R. Lobo, Y. Park, IDARC2D Version 7.0: A Program for the Inelastic Damage Analysis of Structures (MCEER-09-0006), in, Multidisciplinary center for earthquake engineering research (MCEER …, 2009.
 V.P. F.Mazzolani, Theory and design of seismic resistant steel frames. CRC Press., (1996).
 C.-M. Uang, Establishing R (or R w) and C d factors for building seismic provisions, Journal of structural Engineering, 117(1) (1991) 19-28.
 A.S. Whittaker, C.-M. Uang, V.V. Bertero, Earthquake simulation tests and associated studies of a 0.3-scale model of a six-story eccentrically braced steel structure, Earthquake Engineering Research Center, College of Engineering, University …, 1987.
 UBC, Uniform Building Code, International Conference of Building Officials, Whittier, CA., (1994).
 M. Izadpanah, A.R. Habibi, New spread plasticity model for reinforced concrete structural elements accounting for both gravity and lateral load effects, Journal of Structural Engineering, 144(5) (2018) 04018028.
 J. Mander, B. Nair, Seismic resistance of brick-infilled steel frames with and without retrofit, TMS journal, (1994) 24-37.
 T. C. Liauw and K. H. Kwan. Plastic theory of infilled frames with finite interface shear strength. Proceedings of the Institution of Civil Engineers 75, no. 4 (1983): 707-723.
 T. C. Liauw and K. H. Kwan. PLASTIC THEORY OF NON INTEGRAL INFILLED FRAMES. Proceedings of the Institution of Civil Engineers 75, no. 3 (1983): 379-396.
 C. Z. Chrysostomou and P. G. Asteris. On the in-plane properties and capacities of infilled frames. Engineering structures 41 (2012): 385-402.
 A.Moradi, Evaluation of the behavior factor of vertically irregular moment resisting reinforced concrete frames considering the influence of infill panels. Kermanshah ACECR Institute of Higher Education, Kermanshah, Iran (in Persian), (2020).
 N. Shome, Probabilistic seismic demand analysis of nonlinear structures, Stanford University, 1999.
 T.L. Karavasilis, N. Bazeos, D. Beskos, Seismic response of plane steel MRF with setbacks: Estimation of inelastic deformation demands, Journal of Constructional Steel Research, 64(6) (2008) 644-654.
 RA Fisher. Statistical methods for research workers. InBreakthroughs in statistics 1992 (pp. 66-70). Springer, New York, NY.