[[1] European Committee for Standardization (2004). Eurocode 8: Design of Structures for Earthquake Resistance. Part 1: General Rules, Seismic Actions and Rules for Buildings. EN1998-1. Brussels.]Search in Google Scholar
[[2] Ministry of Transport, Constructions and Tourism (2006). Seismic Design Code. Part 1 - Design Provisions for Buildings. P100-1/2006. Bucharest, Romania.]Search in Google Scholar
[[3] Ministry of Public Works and Land Management (1992). Code for seismic design of civil, cultural, agricultural and industrial facilities. P100/1992. Bucharest, Romania.]Search in Google Scholar
[[4] Ministry of Regional Development and Public Administration (2013Seismic Design Code. Part 3 - Seismic assessment of existing buildings. P100-3/2008. Bucharest, Romania. ]Search in Google Scholar
[[5] Ministry of Regional Development and Tourism (2008). Seismic Design Code. Part 1 - Design Provisions for Buildings. P100-1/2013). Bucharest.]Search in Google Scholar
[[6] American Society for Civil Engineers (2005). Minimum Design Loads for Buildings and Other Structures. ASCE 7-05. Reston, Virginia]Search in Google Scholar
[[7] Ministry of Regional Development and Public Administration (2012). Design code: basis of structural design. CR0/2012. Bucharest, Romania.]Search in Google Scholar
[[8] Romanian Association for Standardization (2004). Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings. SR EN1992-1-1. Bucharest, Romania.]Search in Google Scholar
[[9] Romanian Institute of Standardization (1990). Design and detailing of concrete, reinforced concrete and prestressed structural elements. STAS 10107/0-90. Bucharest, Romania.]Search in Google Scholar
[[10] Ministry of Regional Development and Public Administration (2013). Design code for concrete shear wall structures. CR2-1-1.1/2013. Bucharest, Romania.]Search in Google Scholar
[[11] Postelnicu T., Damian I. (2009). Optimizarea proiectarii structurilor pentru hale parter. National Symposium "Noi reglementari pentru beton (producere, proiectare, executie)”: Bucharest, Romania: Conspress Bucureşti.]Search in Google Scholar
[[12] American Concrete Institute. (2011). Building code requirements for structural concrete. ACI 318-11. Farmington Hills, Michigan, USA.]Search in Google Scholar
[[13] Paulay T, Priestley M.J.N. (1990). Seismic design of reinforced concrete and masonry buildings. The United States of America: John Willey & Sons, Inc.]Search in Google Scholar
[[14] Seismology Committee, Structural Engineers Association of California (2008). “Reinforced concrete structures” Article 9.01.010, SEAOC blue book - Seismic design recommendations. California.]Search in Google Scholar
[[15] Buzăianu B., Zamfirescu D. (2011). Studiu privind aplicarea normelor europene la calculul structurilor cu pereţi structurali din beton armat. Civil Engineering National Conference. Bucharest: Conspress.]Search in Google Scholar
[[16] Park R., Paulay T. (1975). Reinforced Concrete Structures. The United States of Americ: John Wiley & Sons.10.1002/9780470172834]Search in Google Scholar
[[17] Postelnicu T., Popa V. (2009). Proiectarea nodurilor cadrelor de beton armat in codurile de proiectare actuale. AICPS Journal no. 2-3/2009. Bucharest: Marlink.]Search in Google Scholar
[[18] Postelnicu T., Popa V. (2013). Sper o primă revizuire a codului de proiectare seismică. National Symposium "Noi reglementari pentru beton (producere, proiectare, executie)”. Bucharest: Conspress.]Search in Google Scholar
[[19] Popa V., Cotofana D. (2006). Displacement capacity estimation for RC columns. Comparison between analytical and experimental results. 1st European Conference on Earthquake Engineering and Seismology. Geneva, Switzerland.]Search in Google Scholar
[[20] Zamfirescu D., Gutunoi A., Damian I. (2011). Studiu asupra relaţiei dintre deplasarea inelastică şi cea elastică pentru cutremure vrâncene. Civil Engineering National Conference. Bucharest: Conspress.]Search in Google Scholar
