[Catarig Al., Mathe Aliz, Chira N., Popa Anca, (2010). Steel Structures with Semi-Rigid Connections. Annals of University of Oradea, Construction and Hidro-Utility Instalation. Vol. XIII-2, pag.21-32.]Search in Google Scholar
[Mathe Aliz, Catarig Al., Moldovan Ilinca, (2015). Statics and Kinematics of Semirigid Steel Frames under Seismic Action. Journal of Applied Engineering Sciences, Volume 5(18), Issue 2/2015, pag.59-64.]Search in Google Scholar
[Pirmoz, A., (2009). Moment–rotation behavior of bolted top–seat angle connections. Journal of Constructional Steel Research 65, pp.973–984.10.1016/j.jcsr.2008.08.011]Search in Google Scholar
[Bâlc, Roxana, (2012). Finite element analysis of beam to column end plate bolted connection. Acta Technica Napocensis: Civil Engineering & Architecture, Vol.55, No.1, pp.24-29.]Search in Google Scholar
[Bo Yang, Kang Hai Tan, (2012). Numerical analyses of steel beam–column joints subjected to catenary action - Journal of Constructional Steel Research 70 1–110.1016/j.jcsr.2011.10.007]Search in Google Scholar
[Citipitioglu, A.M., Haj-Ali, R.M., White, D.W. (2002). Refined 3D Finite Element Modelling of Partially-Restrained Connections Including Slip. Journal of Constructional Steel Research, 58(5-8), pp. 995-1013.10.1016/S0143-974X(01)00087-6]Search in Google Scholar
[Davor Skejic, D.D., (2013). Finite Element Modelling of the Flange Cleats. Design, Fabrication and Economy of Metal Structures. Proceedings of International Conference, Miskolc, Hungary, SPRINGER.10.1007/978-3-642-36691-8_52]Search in Google Scholar
[Gîlia, L., (2012). Structural performance study of cold-formed girders composed of C cross-section flanges and corrugated web. Cluj-Napoca Phd. Thesis, Technical University of Cluj-Napoca & “Politehnica” University of Timisoara.]Search in Google Scholar
[Reynosa, J. M., (2008). Nonlinear elastic-plastic 3d finite element modelling of top and seat angle connections with double web angle. En Eurosteel 2008: 5 European Conference on Steel and Composite Structures, Volume A, Graz, Austria, pp.501-506.]Search in Google Scholar
[Reynosa, J. M., Loureiro, A., (2014). Experimental and numerical study of angle connections assembled with European profiles. Informes de la Construcción, Vol. 66.10.3989/ic.13.096]Search in Google Scholar
[Calado, L.E.M., (2000). 1. Experimental behavior of steel beam-to-column joints. Fully welded vs. bolted connections. 12WCEE2000.]Search in Google Scholar
[Ghindea, M., Cătărig, A., Ballok, R., (2015). Behavior of Bolted Beam-to-Column Connections Using Angles. Part 1 - Experimental Investigations. Journal of Applied Science, 2015, pp.21-28.]Search in Google Scholar
[Lin, X.G., (2008). Prediction of initial stiffness of semi-rigid steel beam-to-column with bolts and angles. The 14th World Conference on Earthquake Engineering, Beijing, China.]Search in Google Scholar
[Abaqus, (2011). Analysis User's Manual, Dassault Systèmes Simulia Corp., Providence, RI, USA.]Search in Google Scholar
[Abaqus, (2011). Benchmarks Manual, Dassault Systèmes Simulia Corp., Providence, RI, USA.]Search in Google Scholar
[Abaqus, (2011). User's Manual, Dassault Systèmes Simulia Corp., Providence, RI, USA.]Search in Google Scholar
[SR EN 1993, (2008). Eurocod 3: Proiectarea structurilor de oţel. Partea 1-5: Elemente structurale din plăci plane solicitate în planul lor, ASRO.]Search in Google Scholar
[Schrauben, C., (1999). Behavior of Full-Scale Bolted Beam to Column T-stub and Clip Angle Connections under Cyclic Loading. MS Thesis, Georgia Institute of Technology.]Search in Google Scholar