Issue 50

C. C. Silva et alii, Frattura ed Integrità Strutturale, 50 (2019) 264-275; DOI: 10.3221/IGF-ESIS.50.22 274 t w web thickness s distance between openings s e distance between the first and last openings C dist coefficient that depends on the distribution of bending moments δ 2, cen displacement of the center plate η b dimensionless parameter ν Poisson’s ratio θ twist R EFERENCES [1] Oliveira, J.P.S. (2018). Nova Proposição para Verificação do Estado-Limite de Flambagem Lateral com Distorção de Vigas Mistas de Aço e Concreto. Ph.D. Thesis – Departamento de Engenharia de Estruturas – Programa de Pós- Graduação em Engenharia de Estruturas, Universidade Federal de Minas Gerais, Minas Gerais. [2] Queiroz, G., Pimenta, R. J. and Mata, L.A.C. (2001). Elementos das Estruturas Mistas de Aço-Concreto. O Lutador, 3ed., Belo Horizonte, Minas Gerais, 332p. [3] Associação Brasileira de Normas Técnicas. (2008). NBR 8800:2008 Projeto de Estruturas de Aço e de Estruturas Mistas de Aço e Concreto de Edifícios. Rio de Janeiro. [4] European Committee for Standardization. (2004). EN 1994-1-1:2004. Eurocode 4: Design of Composite Steel and Concrete Structures. Part 1-1: General Rules and Rules for Buildings. Brussels. [5] Roik, K., Hanswille, G. and Kina, J. (1990). Solution for the Lateral Torsional Buckling Problem of Composite Beams. Stahlbau, 59, p.327-332. [6] Chen, S. (1992). Instability of Composite Beams in Hogging Bending. Ph.D. Thesis, University of Warwick, U.K. [7] Dekker, N.W., Kemp, A.R. and Trinchero, P. (1995). Factors Influencing the Strength of Continuous Composite Beams in Negative Bending. Journal of Construction Steel Research, 34, p.161-185. [8] Hanswille, G., Lindner, J. and Munich, D. (1998). Lateral Torsional Buckling of Composite Beams (em alemão). Stahlbau, 67, p.525-535. [9] Calenzani, A.F.G. (2008). Proposição de Procedimento para a Determinação da Rigidez Rotacional de Vigas Mistas Contínuas e Semicontínuas com Perfis de Alma Senoidal. Ph.D. Thesis – Centro de Pós-Graduação em Engenharia de Estruturas, Universidade Federal de Minas Gerais, Belo Horizonte. [10] Calenzani, A.F.G., Fakury, R.H., Paula, F.A., Rodrigues, F.C. and Queiroz, G. (2012). Rotational Stiffness of Continuous Composite Beams with Sinusoidal-Web Profiles for Torsional Buckling. Journal of Construction Steel Research, 79, p.22-33. [11] Chen, S. and Wang, X. (2012). Finite Element Analysis of Distortional Lateral Buckling of Continuous Composite Beams with Transverse Web Stiffners. Advances in Structural Engineering, 15(9), pp.1067-1616. [12] Ye, J.H. and Chen, W. (2013). Elastic Restrained Distortional Buckling of Steel-Concrete Composite Beams Based on Elastically Supported Column Method. International Journal of Structural Stability and Dynamics, 13(1), pp. 1-29. [13] Wang, A.J. (2014). Numerically Integrated Analysis and Design of Continuous Composite Beams. Australian Journal of Structural Engineering, 15(2), pp.203-220. [14] Guo, F., Zhou, S. and Jiang, L. (2015). Lateral Buckling Analysis of the Steel-Concrete Composite Beams in Negative Moment Region. Advances in Materials Science and Engineering, Article ID 763634, 8p. [15] Zhou, W.B., Jiang, L.Z., Li, S.J. and Kong, F. (2015). Elastic Distortional Buckling Analysis of I-Steel Concrete Composite Beam Considering Shear Deformation. International Journal of Structural Stability and Dynamics, 16, pp. 1-22. [16] Zhou, W.B., Li, S.J. and Yan, W.J. (2016). Practical Formulas Towards Distortional Buckling Failure Analysis for Steel-Concrete Composite Beams. The Structural Design of Tall and Special Buildings, pp.1-18. [17] Oliveira, J.P.S., Calenzani, A.F.G., Fakury, R.H. and Ferreira, W.G. (2016). Elastic Critical Moment of Continuous Composite Beams with a Sinusoidal-Web Profile for Lateral-Torsional Buckling. Engineering Structures, 113, pp.121- 132. [18] Amaral, T.V., Oliveira, J.P.S, Calenzani, P.S.O. and Fakury, R.H. (2016). Momento Crítico Elástico Elástico à Flambagem Lateral com Distorção de Vigas Mistas de Aço e Concreto. XXXVII Iberian Latin American Congresso in Computational Methods in Engineering, Brasília-DF, Cilamce 2016. [19] Dietrich, M.Z. (2017). Estudo da Rigidez Rotacional de Vigas Mistas de Aço e Concreto com Lajes Maciças de Concreto Armado. Dissertação de Mestrado – Departamento de Engenharia Civil – Programa de Pós-Graduação em Engenharia Civil, Universidade Federal do Espírito Santo, Vitória.