Table of Contents Author Guidelines Submit a Manuscript
Advances in Civil Engineering
Volume 2014, Article ID 692323, 10 pages
http://dx.doi.org/10.1155/2014/692323
Research Article

Analytical Study of Common Rigid Steel Connections under the Effect of Heat

1Structure Engineering, Faculty of Civil Engineering, ACECR, Khuzestan, Ahvaz, Iran
2Earthquake Engineering, Faculty of Civil Engineering, ACECR, Khuzestan, Ahvaz, Iran
3Earthquake Engineering, Jondi Shapour University of Dezful, Dezful, Iran

Received 27 October 2014; Accepted 4 December 2014; Published 29 December 2014

Academic Editor: John Mander

Copyright © 2014 Rohola Rahnavard et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. A. Pirmoz, A. S. Khoei, E. Mohammadrezapour, and A. S. Daryan, “Moment-rotation behavior of bolted top-seat angle connections,” Journal of Constructional Steel Research, vol. 65, no. 4, pp. 973–984, 2009. View at Publisher · View at Google Scholar · View at Scopus
  2. M. Yahyai and A. S. Daryan, “The study of welded semi-rigid connections in fire,” The Structural Design of Tall and Special Buildings, vol. 22, no. 10, pp. 783–801, 2011. View at Publisher · View at Google Scholar
  3. A. Saedi Darian and A. Rezayi Far, “Investigating the effects of fire on the behavior of bolted connection with seat angles in steel structures by numerical method and its comparison with obtained laboratory results,” in Proceedings of the 6th National Conference on Engineering, Semnan University, Semnan, Iran, 2012.
  4. R. M. Lawson, “Behaviour of steel beam-to-column connections in fire,” Structural engineer London, vol. 68, no. 14, pp. 263–271, 1990. View at Google Scholar · View at Scopus
  5. R. Rahnavard, M. Kahzadiyan, and A. H. Pour, “Investigating the effects of fire on the behavior of steel bolted rigid connection in both fixed and friction states using numerical method,” in Proceedings of the National Congress of Civil Engineering, Babylon, Iran, 2014.
  6. S. Selamet and M. E. Garlock, “Robust fire design of single plate shear connections,” Engineering Structures, vol. 32, no. 8, pp. 2367–2378, 2010. View at Publisher · View at Google Scholar · View at Scopus
  7. A. Kalogeropoulos, G. A. Drosopoulos, and G. E. Stavroulakis, “Thermal-stress analysis of a three-dimensional end-plate steel joint,” Construction and Building Materials, vol. 29, pp. 619–626, 2012. View at Publisher · View at Google Scholar · View at Scopus
  8. F. Wald, L. Simões da Silva, D. B. Moore et al., “Experimental behaviour of a steel structure under natural fire,” Fire Safety Journal, vol. 41, no. 7, pp. 509–522, 2006. View at Publisher · View at Google Scholar · View at Scopus
  9. J. Kruppa, “Résistance en feu des assemblages par boulous,” CTICM Report 1013-1, Centre Technique Industrial de la Construction Metallique, St. Re’my les Chevreuse, France, 1976. View at Google Scholar
  10. H. Yu, I. W. Burgess, J. B. Davison, and R. J. Plank, “Numerical simulation of bolted steel connections in fire using explicit dynamic analysis,” Journal of Constructional Steel Research, vol. 64, no. 5, pp. 515–525, 2008. View at Publisher · View at Google Scholar · View at Scopus
  11. T. Hozjan, G. Turk, and S. Srpčič, “Fire analysis of steel frames with the use of artificial neural networks,” Journal of Constructional Steel Research, vol. 63, no. 10, pp. 1396–1403, 2007. View at Publisher · View at Google Scholar · View at Scopus
  12. Eurocode 3, “Design of steel structures part 1.2: general rules structural fire design,” ENV 1993-1-2, European Committee for Standardization, Brussels, Belgium, 2001. View at Google Scholar
  13. Eurocode 3, prEN-1993-1-8: 20, Part 1.8: Design of joints. Eurocode 3: Design of steel structures, draft 2 rev, European Committee for Standardisation, Brussels, Belgium, 2000.