[1]- M. Deng, Yang S. Cyclic testing of unreinforced masonry walls retrofitted with engineered cementitious composites. Construction and Building Materials. 2018 Jul 20; 177:395-408.
[2]- A.Baziar, Investigating the effect of openings in building materials using the finite element continuous model method, the second international modern research conference in civil engineering, architecture and urban management, Tehran International Federation of Inventors of the World Applied Science University,1395, in persian
[3]- A, Kalali, MZ, Kabir. Cyclic behavior of perforated masonry walls strengthened with glass fiber reinforced polymers. Scientia Iranica. 2012 Apr 1; 19(2):151-65.
[4]M.Ranjbar,Investigating the retrofitting methods of non-reinforced masonry buildings, the third national conference on retrofitting and retrofitting of Iran, Tabriz, National Center for retrofitting of Iran, Tabriz University,1387, in persian
[5]- MR, Maheri, MK, Khajeheian, F, Vatanpour. In-plane seismic retrofitting of hollow concrete block masonry walls with RC layers. 2019 Aug 1 (Vol. 20, pp. 425-436). Elsevier
[6]A.Balouchi,Investigating the seismic behavior of buildings with building materials and strengthening their walls with the company with CFRP composites, the second international research conference in science and technology, Istanbul, Sarmad Karin Institute,1394, in persian
[7]- Kouris LA, Triantafillou TC. State-of-the-art on strengthening of masonry structures with textile reinforced mortar (TRM). Construction and Building Materials. 2018 Nov 10; 188:1221-33.
[8]- Guideline of seismic rehabilitation of existing buildings (code 360).
[9]- Pekelnicky R, Engineers SD, Chris Poland SE, Engineers ND. ASCE 41-13: Seismic Evaluation and Retrofit Rehabilitation of Existing Buildings. InProceedings, SEAOC 2012 Convention 2012.
[10]- Building and Housing Research Center. Iranian code of practice for seismic resistant of buildings, Standard No. 2800. 4th edition, 2014.