[1] Fiore, A., Netti, A. and Monaco, P. (2012). The influence of masonry infill on the seismic behaviour of RC frame buildings. Engineering structures, 44, 133-145.
[2] Papia, M., Cavaleri, L. and Fossetti, M .(2003). Infilled frames: developments in the evaluation of the stiffening effect of infills. Structural engineering and mechanics, 16(6) , 675-694.
[3] Fiore, A., Spagnoletti, G. and Greco, R. (2016) On the prediction of shear brittle collapse mechanisms due to the infill-frame interaction in RC buildings under pushover analysis. Engineering Structures, 121, 147-159.
[4] Fiore, A., Porco, F., Raffaele, D. and Uva, G. (2012) .About the influence of the infill panels over the collapse mechanisms actived under pushover analyses: two case studies. Soil Dynamics and Earthquake Engineering, 39, 11-22.
[5] Asteris, P., Cavaleri, L., Di Trapani, F. and Tsaris, A. (2017). Numerical modelling of out-of-plane response of infilled frames: State of the art and future challenges for the equivalent strut macromodels. Engineering Structures, 132, 110-122.
[6] Dizhur, D., Walsh, K., Giongo, I., Derakhshan, H. and Ingham, J. (2018) Out-of-plane proof testing of masonry infill walls. Elsevier, City,(15), 244-258.
[7] Walsh, K., Dizhur, D., Giongo, I., Derakhshan, H. and Ingham, J. (2018) Predicted versus experimental out-of-plane force-displacement behaviour of unreinforced masonry walls. Elsevier, City, 15 , 292-306.
[8] Palieraki, V., Zeris, C., Vintzileou, E. and Adami, C.-E.(2018). In-plane and out-of plane response of currently constructed masonry infills. Engineering Structures, 177, 103-116.
[9] Hak, S., Morandi, P. and Magenes, G. (2014). Out-of-plane experimental response of strong masonry infills.
[10] Timoshenko, S. P. and Woinowsky-Krieger, S. (1959)Theory of plates and shells. McGraw-hill.
[11] Hendry, A. W. (1973). The lateral strength of unreinforced brickwork. The Structural Engineer, 51(2) , 43-50.
[12] Hendry, A. and Kheir, A. (1976). The lateral strength of certain brickwork panels.
[13] Haseltine, B., West, H. and Tutt, J. (1977). DESIGN OF WALLS TO RESIST LATERAL LOADS. STRUCTURAL ENGINEER, 55(10) , 422-430.
[14] Haseltine, B. A., West, H. and Tutt, J. (1978) .Design of laterally loaded wall panels: II.
[15] Drysdale, R. G. and Essawy, A. S. (1988). Out-of-plane bending of concrete block walls. Journal of Structural Engineering, 114(1), 121-133.
[16] McDowell, E., McKee, K. and Sevin, E. (1956). Arching action theory of masonry walls. Journal of the Structural Division, 82 (2), 1-8.
[17] Cohen, E. and Laing, E. (1956). Discussion to ‘Arching action theory of masonry walls. Journal of Structural Division, ASCE, 82(5) , 1067-1028.
[18] EG, T. (1953). The strength of brickwork. Struct Eng, 31(Part 32):35–41.
[19] Lefter, J. 1974.Reinforcing existing buildings to resist earthquake forces. University of Maryland,
[20] Dawe, J. and Seah, C. (1989). Out-of-plane resistance of concrete masonry infilled panels. Canadian Journal of Civil Engineering, 16(6), 854-864.
[21] Angel, R., Abrams, D. P., Shapiro, D., Uzarski, J. and Webster, M. (1994) . Behavior of reinforced concrete frames with masonry infills. University of Illinois Engineering Experiment Station. College of …,
[22] Council, B. S. S. FEMA 356-Prestandard and Commentary for the Seismic Rehabilitation of Buildings. Washington DC: Federal Emergency Management Agency (2000).
[23] orgnization, M. a. p. Journal No.360 (1392).
[24] Bashandy, T., Rubiano, N. R. and Klingner, R. E. (1991) .Evaluation and analytical verification of infilled frame test data. Phil M. Ferguson Structural Engineering Laboratory, University of Texas at ….
[25] Klingner, R., Rubiano, N., Bashandy, T. and Sweeney, S. (1996) . Evaluation and analytical verification of shaking table data from infilled frames. Part 2: Out-of-plane behavior. The Masonry Society, Longmont, CO, City.
[26] Eremin, A., Cohen, E. and Laing, E. (1956). Discussion of “Arching Action Theory of Masonry Walls,”. Journal of the Structural Division, 27-40.
[27] Flanagan, R. D. and Bennett, R. M. (1999). Arching of masonry infilled frames: Comparison of analytical methods. Practice Periodical on Structural Design and Construction, 4(3), 105-110.
[28] Komaraneni, S., Rai, D. C. and Singhal, V. (2011). Seismic behavior of framed masonry panels with prior damage when subjected to out-of-plane loading. Earthquake Spectra, 27(4), 1077-1103.
[29] Hashemi, A. and Mosalam, K. M. (2006). Shake‐table experiment on reinforced concrete structure containing masonry infill wall. Earthquake engineering & structural dynamics, 35(14) , 1827-1852.
[30] Hashemi, S. A. (2007) .Seismic evaluation of reinforced concrete buildings including effects of masonry infill walls. University of California, Berkeley.