[[1] ESECMaSE (2002 ÷ 2006) - Enhanced Safety and Efficient Construction of Masonry Structures in Europe Technical Reports]Search in Google Scholar
[[2] Ministero dei Lavori Pubblici (2009) Norme Tecniche per le Costruzioni - NTC 2009, Italy]Search in Google Scholar
[[3] Pluijm, Rob van der (2010), Progress Report from Chairman of CEN/TC 250/SC 6 for the Period up to May 2010 (CEN / TC 250/SC6)]Search in Google Scholar
[[4] Petrovici, R. Design of Masonry Wall Buildings. Requirements of Codes CR 6 -2013 and P 100-1/2013(I) (in Romanian) AICPS Review nr.4/2012]Search in Google Scholar
[[5] Ghiocel, D. and al (1985): Civil Building Works (in Romanian), Bucharest: Didactic and Pedagogical Press]Search in Google Scholar
[[6] Federal Emergency Management Agency (1998) FEMA 306. Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings. Basic Procedures Manual. Washington DC]Search in Google Scholar
[[7] Petrovici, R.(2009) Review of the design code CR 6-2006 for masonry buildings (in Romanian) - 4th National Conference on Earthquake Engineering, 18 dec.2009 Tome II (pp.379-386) Bucharest: Conspress Publisher]Search in Google Scholar
[[8] Petrovici, R.(2015) The design of masonry buildings using European standards adopted in Romania Volume III Reinforced masonry building design (in Romanian). Bucharest: University “I.Mincu” Publisher]Search in Google Scholar
[[9] Tomazevič, M. (2006), Earthquake Resistant Design of Masonry Buildings, London: Imperial College Press]Search in Google Scholar
[[10] Zarnic, R., Tomaževič, M (1985) Study of the behaviour of masonry infilled reinforced concrete frames subjected to seismic loading Proc 7th Int.Brick-Masonry Conference vol.2, (pp.1315-1325) Melbourne: Brick Development Research Institute,]Search in Google Scholar
[[11] Bourzat, A., Goto, T., Miyajima, M.,(2008) Shear Capacity Confined Masonry Walls prediction of Lateral Subjected to Cyclic Loading, Doboku Gakkai Ronbunshuu A No.4,692-704 Vol.64]Search in Google Scholar
[[12] Priestley, M.J.N. and Bridgeman, D.O (1974).: Seismic resistance of brick masonry walls, Bull. of the New Zealand Nat. Soc. for Earthquake Engrg. 7 (4) pp. 167-187. 6,]Search in Google Scholar
[[13] SR EN 1996-1-1: 2006 Design of masonry structures]Search in Google Scholar
[[14] SR EN 1998-1: 2004 Design of structures for earthquake resistance.]Search in Google Scholar
[[15] CR 6-2013 Code for Design of Masonry Structures.]Search in Google Scholar
[[15a] CR 6-2006 Code for Design of Masonry Structures.]Search in Google Scholar
[[16] P 100-1/2013 Code for Seismic Design - Part I- Design provisions for buildings]Search in Google Scholar
[[16a] P 100-1/2006 Code for Seismic Design - Part I- Design provisions for buildings]Search in Google Scholar
[[17] NE 036-2014 Code of Practice for the execution and supervising the execution of masonry works]Search in Google Scholar