[1]-Ahmadi Nejad Qarache.M, Foroghi.M, Rahimi.H.A, “Investigating Methods to Retrofit Mud and Adobe Constraction against Eearthquake,” Master’s Thesis of Structural Engineering, Yazd Univesity, 2016.
[2]-Feng Wu, Hai-Tao Wang, Gang Li, Jin-Qing Jia, Hong-Nan Li, “Seismic performance of traditional adobe masonry walls subjected to in-plane cyclic loading,” Materials and Structures, pp. 50-69, 2017.
[3]-Fadakar.S, Eftekhar.M.R, “The Effect of Engineered Cement Composite [ECC] on the Reinforcement of the In-Plane walls,” Master’s Thesis of Civil Engineering of Esfahan University, 2017.
[4]-Rogiros Illampas, Ioannis Ioannou, Dimos C. Charmpis, “Adobe bricks under compression: Experimental investigation and derivation of stress–strain equation,” Construction and Building Materials, vol. 53, no. 1, pp. 8390, 2014.
[5]-Dora Silveira, Humberto Varum, Aníbal Costa, Tiago Martins, Henrique Pereira, João Almeida, “Mechanical properties of adobe bricks in ancient constructions,” Construction and Building Materials, vol. 40, pp. 36-44, 2012.
[6]-Elisa Adorni, Eva Coïsson, Daniele Ferretti, “In situ characterization of archaeological adobe bricks,” Construction and Building Materials, vol. 40, pp. 1-9, 2013. [7]-Dora Silveira, Humberto Varum, Aníbal Costa, “Influence of the testing procedures in the mechanical characterization of adobe bricks,” Construction and Building, vol. 40, p. 719–728, 2013.
[8]-Humberto Varum, Aníbal Costa, Jorge Fonseca, André Furtado, “Behaviour characterization and rehabilitation of adobe construction,” ScienceDirect, vol. 114, pp. 714721, 2015.
[9]-Mohamed A. ElGawady، Pierino Lestuzzi، Marc Badoux, “Static Cyclic Response of Masonry Walls Retrofitted with Fiber-Reinforced Polymers,” Journal of Materials in Civil Engineering, vol. 50, 2007.
[10]-A. Figueiredo • H, Varum • A. Costa, D. Silveira, C. Oliveira, “Seismic retrofitting solution of an adobe masonry wall,” Materials and Structures, vol. 46, pp. 203219, 2013.
[11]-Stanislav Hracˇov , Stanislav Pospı´sˇil, Angelo Garofano, Shota Urushadze, “In-plane cyclic behaviour of unfired clay and earth brick walls in both unstrengthened and strengthened conditions,” Materials and Structures, vol. 49, p. 3293–3308, 2016.
[12]-Dora Silveira, Humberto Varum, Aníbal Costa, Henrique Pereira, Laura Sarchi & Ricardo Monteiro, “Seismic behavior of two Portuguese adobe buildings: Part I - in-plane cyclic testing of a fullscale adobe wall,” International Journal of Architectural Heritage, 2018.
[13]-R. Capozucca, “Experimental response of historic brick masonry under biaxial loading,” Construction and Building Materials, vol. 154, p. 539–556, 2017.
[14]-Vatani Oskouei, M. Afzali, M.R. Madadipour, A.Bakhshi, “Experimental Investigation on Mud Brick Walsl with Mortar Containing Straw Fibers,” Sharif J. of Civil Engineering, 1395, pp. 65-73.
[15]-”Determenation of compressive strenght of chemical- resistant mortars, grouts, monolithic surfacings, and polymer concretes,” Iranian National Standardization Organization, vol. INSO 21082, 2016.
[16]-ASTM, “Standard Practice for Capping Cylindrical Concrete Specimens,” ASTM, 2003.
[17]-ASTM, “Standard Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum Concrete,” ASTM, 2004.
[18]-ASTM, “Standard Test Method for Compressive Strength of Masonry Prisms1,” 2016.
[19]-L Miccoli, U Müller, S Pospíšil, “Rammed earth walls strengthened with polyester fabric strips: Experimental analysis under in-plane cyclic loading,” Construction and Building Materials, vol. 149, pp. 29-36, 2017.
[20]-Davood Mostofinejad، Alireza Akhlaghi, “Experimental Investigation of the Efficacy of EBROG Method in Seismic Rehabilitation of Deficient Reinforced Concrete Beam–Column Joints Using CFRP Sheets,” ASCE, 2016.
[21]-Davood Mostofinejad، Alireza Akhlaghi, “Flexural Strengthening of Reinforced Concrete Beam-Column Joints Using Innovative Anchorage System,” ACI Structural Journal, vol. 114, no. Davood Mostofinejad، Alireza Akhlaghi, 2017.
[22]-Magenes G, Calvi GM, “In-plane seismic response of brick masonry walls,” Earthquake Engineering and Structural Dynamics, vol. 26, pp. 1097-1111, 1997.
[23]-Shedid MT, EI-Dakhakhni WW, “Behavior of fully grouted reinforced concrete masonry shear walls failing in flexure: analysis. Eng Struct,” Drysdale RG, vol. 31, p. 2032–2044, 2009.