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"Polyakov SV. Masonry in framed buildings (An investigation into the strength and stiffness of masonry infilling). Gosudarstvennoe izdatelstvoLiteratury po stroitelstvu i arkhitekture. Moscow; 1956 [English translation by G.L. Cairns, National Lending Library for Science and Technology.Boston, Yorkshire, England; 1963]."Book

"StaffordSmith B. Lateral stiffness of in?lled frames. J Struct Div ASCE1962;88:18399."http://cedb.asce.org/cgi/WWWdisplay.cgi?168607

" Mainstone RJ. On the stiffness and strengths of in?lled frames. Proc Inst CivilEng 1971;Supplement IV:5790."Klingner, R. E., & Bertero, V. V. (1978). Earthquake Resistance of Infilled Frames. Journal of the Structural Division, 104(6), 973989.

"Zarnic R, Tomazevic M. Study of the behaviour of masonry in?lled reinforcedconcrete frames subjected to seismic loading. In: McNeilly T, Scrivener JC,editors. The seventh international brick and masonry conference, Melbourne;1985. p. 131525."

"Angel RE. Behavior of reinforced concrete frames with masonry in?ll walls[PhD]. Illinois: University of Illinois at Urbana Champaingn; 1994."

" Zarnic R. Experimentally based inelastic models of masonry in?lled RCframes. In: The ?fth US national conference on, earthquake engineering;1994. p. 16170."

"Combescure D. Some contributions of physical and numerical modelling to theassessment of existing masonry in?lled RC frames under extreme loading. In:The ?rst European conference on earthquake engineering and seismology,Geneva; 2006."

"Stafford Smith B. The composite behaviour of in?lled frames. In: Coull A,Stafford Smith B, editors. Symposium on tall buildings with particularreference to shear wall structures. Department of Civil Engineering,

University of Southamton; 1966. p. 48192"

Riddington, J. (1984). THE INFLUENCE OF INTIAL GAPS ON INFILLED FRAME BEHAVIOUR.ICE Proceedings, 77(3), 295310. doi:10.1680/iicep.1984.1185

"Karamanski T. Calculating In?lled Frames by the Method of Finite Elements.In: Coull A, Stafford Smith B, editors. Symposium on Tall Buildings withPartiular Reference to Shear Wall Structures. Department of Civil Engineering,University of Southamton; 1966. p. 45561."

"Riddington JR, Stafford Smith B. Analysis of in?lled frames subject to rackingwith design recommendations. Struct Eng 1977;55:2638."Page, A. W. (1978). Finite Element Model for Masonry. Journal of the Structural

Division, 104(8), 12671285.

"Arya SK, Hegemier GA. On non-linear response predictions of concretemasonry assemblies. In: The North American masonry conference; 1978. p.19.1.24."

"Dhanasekar M, Page AW, Kleeman PW. A ?nite element model for the in-planebehaviour of brick masonry. In: The ninth Australasian conference on themechanics of structures and materials, Sydney; 1984. p. 2627."

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"Riddington JR, Gambo AH. A two stage analysis procedure for ultimatestrength analysis of masonry shear structures. In: Middleton J, Pande GN,editors. The international symposium on computer methods in structuralmasonry. Swansea: Books & Journals International; 1991. p. 8492"

"Rots JG. Computer simulation of masonry fracture: continuum anddiscontinuum models. In: Middleton J, Pande GN, editors. The internationalsymposium on computer methods in structural masonry. Swansea: Books &Journals International; 1991. p. 93103."

"Lourenco PB, Rots JG. On the use of micro-models for the analysis of masonryshear-walls. In: Pande GN, Middleton J, editors. The second internationalsymposium on computer methods in structural masonry. Swansea: Books &Journals International; 1993. p. 1426."

Lourenco PB, Rots JG. Understanding the behaviour of shear walls: a numerical review. In: Shrive NG, Huizer A, editors. The 10th international brick and block masonry conference. Calgary: University of Calgary; 1994. p. 1120.

"Seah CK. A universal approach for the analysis and design of masonry in?lledframe structures [PhD]. The University of New Brunswick; 1998."