Organization for Development, Renovation and Equipping Schools of I.R. Iran (DRES), (2013). “Instruction of Design and Construction For Unreinforced Walls”, Technical Assistant and Supervision, Office of Technology, Research and Retraining for Schools of I.R. Iran.
 Building and Housing Research Center, (2014). “Iranian Code of Practice for Seimic Resistant Design of Buildings (Standard No. 2800), 4th Edition”, I.R. IRAN Ministry of Housing and Urban Development, Tehran, Iran.
 Akhtarshenas, A., Behshad, A., Paknejadi, AA. (2014). The difference between infilled-wall frames & non infilled-wall frames in nonlinear static analysis. National Conference on Civil Engineering and Architecture.
 El-Dakhakhni, W,W. Nonlinear Finite Element Modeling of Concrete Masonry-in filled Steel Frame, MSc thesis, Drexel University, Philadelphia, 2000.
 Management and Planning Organization of Iran, (2013) Instruction for seismic rehabilitation of existing buildings, Journal number 360.
 Hamed, E., Rabinovitch, O. (2010). Failure characteristics of FRP-strengthened masonry walls under out-of-plane loads, Engineering Structures 32, 2134-2145.
 Baker, J.F., Leader Williams, E. and Lax, P. (1948) "The design of framed buildings against high explosive bombs", The Civil Engineer in War, UK Institution of Civil Engineers, London, p. 80.
 UFC (Unified Facilities Criteria). (2008). Structures to resist the effects of accidental explosions, USA Department of defense.
 Codina, R., Ambrosini, D. and Borbon, F. (2016). Alternative to prevent to failure of RC member under close-in blast loading. Engineering Failure Analysis, 60, 96-106.
 Remennikov, A.M. (2003). A review of methods for predicting bomb blast effects on buildings, Journal of Battle field Technology, 6(3), 155-161.
 Ngo, T., Mendis, P., Gupta, A. and Ramsay, J. (2007). Blast loading and blast effects on structure, The University of Melbourne, Australia.
 Parvin, A. and P. Granata. (1998). Numerical study of structural joints reinforced with composite fabrics. Structures and materials, p21: (411-421), 1998.
 Qu, Y., Li, X., Kong, X., Zhang, W. and Wang, X. (2016). Numerical simulation on dynamic behavior of reinforced concrete beam with intial crack subjected to air blast loading. Engineering Structures, 128, 96-110.
 Bozorgvar, M. and Shoushtari, A. (2011). The effects of explosion Loading on earthquake-resistant RC structures, Sixth National Congress of Civil Engineering, Semnan, Iran.
 Yan, B., Liu, F., Song, D. and Jiang, Z. (2015). Numerical study on damage mechanism of RC beam under close-in blast loading. Engineering Failure Analysis, 51, 9-19.
 Stochino, F. (2015). RC beam under blast load: Reliability and sensitivity analysis. Engineering Failure Analysis, 66, 544-565.
 Son, J., Astaneh-Asl, A. and Rutner, M. (2015). Performance of Bridge Decks Subjected to Blast Load. the 6th - Japanese-German - Bridge - Symposium, Munich, Germany.
 Iranian National Building Code (INBC). (2013). Part 8: Design and Construction of Masonry buildings. Ministry of Housing and Urban Development, Tehran, Iran.
 Ibrahima, Y. Ismaila, M.A. and Nabilb, M. (2017). Response of reinforced concrete frame structures under blast loading, Engineering Management Department, Prince Sultan University, Riyadh, Saudi Arabia Structural Engineering Department, Zagazig University, Zagazig, Egypt.
 Mohebkhaha, A., Tasnimia, A.A. and Moghadam, H.A. (2008). Nonlinear analysis of masonry-infilled steel frames with openings using discrete element method, Journal of Constructional Steel Research. 64, 1463–1472.
 Abaqus Analysis User's Guide, ABAQUS 6-14, ABAQUS Simulia.
 Yekrangnia, M. and Shahbazi, R. (2014). ABAQUS application guide with issues in Civil and Geotechnical engineering, 3rd ed. Tehran: Elm-Omran.
 Rahnavard, R. and Hassanipour, A. (2015). Steel Structure Analysis Using ABAQUS, Kerman: Academic Center for Education, Culture and Research, Publishing Organization of Kerman branch.
 Yandzio, E. Gough, M. (1999). Protection of buildings against explosions, The Steel Construction Institute.
 Noble, C.R. and Nuss, L.K. (2004). Implicit and Explicit Nonlinear Dynamic Analysis of a Large Thin-Arch dam using massively parallel computing. 13th World Conference on Earthquake Engineering Vancouver, B.C., Canada, Paper No. 2493.
 Zukas, J.A. and Scheffler, D.R. (2000). Practical aspects of numerical simulations of dynamic events: effects of meshing, Computational Mechanics Consultants, Inc., P.O. Box 11314, Baltimore, MD 21239-0314, USA.