1 |
Ansys, Inc (2015), Theory Reference (Version 16.0).
|
2 |
Diaz, C., Marti, P., Victoria, M. and Querin, O.M. (2011), "Review on the modelling of joint behaviour in steel frames", J. Constr. Steel Res., 67(5), 741-758.
DOI
|
3 |
EN 1993-1-8 (2005), Eurocode 3: Design of Steel Structures-Part 1-8: Design of Joints, European Committee for Standardization, Brussels, Belgium.
|
4 |
Eslami, M. and Namba, H. (2016a) "Mechanism of elasto-plastic behavior of composite beam connected to RHS column", Int. J. Steel Struct., 16(3), 913-933.
DOI
|
5 |
Eslami, M. and Namba, H. (2016b) "Elasto-plastic behavior of composite beam connected to RHS column, experimental test results", Int. J. Steel Struct., 16(3), 901-912.
DOI
|
6 |
Faridmehr, I., Tahir, M.M. and Lahmer, T. (2016), "Classification system for semi-rigid beam-to-column connections", Lat. Am. J. Sol. Struct., 13(11), 2152-2175.
DOI
|
7 |
Freitas, P.C.B. (2009), "Analise numerica de ligacoes metalicas viga-coluna com coluna tubular circular", M.Sc. Dissertation, University of Sao Paulo, Sao Carlos, Brazil.
|
8 |
Guerra, M.J.L., Reis, S.L.F., Nunes, G.V. and Sarmanho, A.M. (2013), "Analise da rigidez de ligacoes metalicas soldadas entre pilar de secao RHS e viga de secao I", Proceedings of the 34th Ibero-Latin American Congress on Computational Methods in Engineering, Pirenopolis, Brazil, November.
|
9 |
Imamovic, I., Ibrahimbegovic, A. and Mesic, E. (2018), "Coupled testing-modeling approach to ultimate state computation of steel structure with connections for statics dynamics", Coupled Syst. Mech., 7(5), 555-581.
DOI
|
10 |
Imamovic, I., Ibrahimbegovic, A., Knopf-Lenoir, C. and Mesic, E. (2015), "Plasticity-damage model parameters identification for structural connections", Coupled Syst. Mech., 4(4), 337-364.
DOI
|
11 |
Lozano, M., Serrano, M.A., Lopez-Colina, C., Gayarre, F.L. and Suarez, J. (2018), "The influence of the heat-affected zone mechanical properties on the behaviour of the welding in transverse plate-to-tube joints", Mater., 11(2), 266.
DOI
|
12 |
Lu, L.H. (1997), "The static strength of I-beam to rectangular hollow section column connections", Ph.D. Dissertation, Delft University, the Netherlands.
|
13 |
Machado, R.B. (2013), "Analise numerica e experimental de ligacoes soldadas na direcao de menor inercia do pilar", Ph.D. Dissertation, Federal University of Ouro Preto, Ouro Preto, Brazil.
|
14 |
Maggi, Y.I. (2004), "Analise do comportamento estrutural de ligacoes parafusadas viga-pilar com chapa de topo estendida", Ph.D. Dissertation, University of Sao Paulo, Sao Carlos, Brazil.
|
15 |
Matos, R.M.M.P., Costa-Neves, L.F., Lima, L.R.O., Vellasco, P.C.G.S. and Silva, J.G.S. (2015), "Resistance and elastic stiffness of RHS "T" joints: Part I-axial brace loading", Lat. Am. J. Sol. Struct., 12(11), 2159-2179.
DOI
|
16 |
Nunes, T.C. (2012), "Analise de ligacoes metalicas soldadas entre pilar de secao RHS e viga de secao I", M.Sc. Dissertation, Federal University of Ouro Preto, Ouro Preto, Brazil.
|
17 |
Rocha, B.S. and Neto, J.G.R. (2016), Analise de Ligacoes Soldadas entre Vigas de Secao I e Pilares em Perfis Tubulares, Revista Interdisciplinar de Pesquisa em Engenharia.
|
18 |
Serrano-Lopez, M.A., Lopez-Colina, C., Gonzalez, J. and Lopez-Gayarre, F. (2016), "A simplified FE simulation of welded I beam-to-RHS column joints", Int. J. Steel Struct., 16(4), 1095-1105.
DOI
|
19 |
Wu, J. and Feng, Y.T. (2013), "Finite element simulation of new RHS column-to-I beam connections for avoiding tensile fracture", J. Constr. Steel Res., 86, 42-53.
DOI
|
20 |
Wardenier, J., Packer, J.A., Zhao, X.L. and Van der Vegte, G.J. (2010), Hollow Sections in Structural Applications, 2nd Edition, CIDECT, Geneva, Switzerland.
|