Open Access
MATEC Web Conf.
Volume 149, 2018
2nd International Congress on Materials & Structural Stability (CMSS-2017)
Article Number 02058
Number of page(s) 6
Section Session 2 : Structures & Stability
Published online 14 February 2018
  1. CEN. Eurocode 3, Design of steel structures. part 1.8: Design of joints, (2005). [Google Scholar]
  2. C. H. Shi G, Shi YJ, Wang YQ, Li S, Experimental study on semirigid end-plate connections in multistory steel frames, J. Tsinghua University (Science Technol., no. 44, p. 391–4, (2004). [Google Scholar]
  3. J. Pertold, R. Y. Xiao, and F. Wald, Embedded steel column bases: I. experiments and numerical simulation,” J. Constr. Steel Res., vol. 56, pp. 253–270, (2000). [CrossRef] [Google Scholar]
  4. L. R. O. De Lima, S. A. L. De Andrade, P. C. G. Da, and L. S. Da Silva, Experimental and mechanical model for predicting the behaviour of minor axis beam-to-column semi-rigid joints, Int. J. Mech. Sci., vol. 44, no. 6, pp. 1047–1065, (2002). [CrossRef] [Google Scholar]
  5. G. Shi, Y. Shi, Y. Wang, and M. A. Bradford, Numerical simulation of steel pretensioned bolted end-plate connections of different types and details, vol. 30, pp. 2677–2686, (2008). [Google Scholar]
  6. M. Wang, Y. Shi, Y. Wang, and G. Shi, Numerical study on seismic behaviors of steel frame end-plate connections, JCSR, vol. 90, pp. 140–152, (2013). [Google Scholar]
  7. S. K. Bose, G. M. McNeice, and A. N. Sherbourne, Column webs in steel beam-to-column connexions part II-Design recommendations, Comput. Struct., vol. 2, no. 1-2, pp. 281–301, (1972). [CrossRef] [Google Scholar]
  8. Y. I. Maggi, R. M. Gonçalves, R. T. Leon, and L. F. L. Ribeiro, Parametric analysis of steel bolted end plate connections using finite element modeling,vol. 61, pp. 689–708, (2005). [Google Scholar]
  9. C. Díaz, M. Victoria, P. Martí, and O. M. Querin, FE model of beam-to-column extended end-plate joints, J. Constr. steel Res., vol. 67, no. 10, pp. 1578–1590, (2011). [CrossRef] [Google Scholar]
  10. H. Thai and B. Uy, Finite element modelling of blind bolted composite joints, JCSR, vol. 112, pp. 339–353, (2015). [Google Scholar]
  11. H. Augusto, C. Rebelo, and L. S. Silva, Modelling of the Dissipative Behaviour of Partial-Strength Beam-to-Column Steel Connections, 15th World Conf. Earthq. Eng., no. 1994, (2012). [Google Scholar]
  12. E. R. Romero, Finite element simulation of a bolted steel joint in, Tampere university of technology Elena, (2010). [Google Scholar]
  13. A. Abidelah, Analyse numérique du comportement d’assemblages métalliques. Approche Numérique Et Validation Expérimentale, Université Blaise Pascal - Clermont II, 2009. [Google Scholar]
  14. B. Gil and E. Bayo, An alternative design for internal and external semi-rigid composite joints. Part II : Finite element modelling and analytical study, Eng. Struct., vol. 30, pp. 232–246, (2008). [Google Scholar]
  15. K. S. Al-Jabri, A. Seibi, and A. Karrech, Modelling of unstiffened flush end-plate bolted connections in fire, J. Constr. Steel Res., vol. 62, no. 1-2, pp. 151–159, (2006). [CrossRef] [Google Scholar]
  16. ABAQUS user’smanual version 12.1. Pawtucket, R.I.: Hibbit. Karlsson and Sorenson, (2012). [Google Scholar]

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