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Advances in Civil Engineering
Volume 2018 (2018), Article ID 8417208, 7 pages
https://doi.org/10.1155/2018/8417208
Research Article

Strength of Flanged and Plain Cruciform Members

Volgenau School of Engineering, Sid and Reva Dewberry Department of Civil, Environmental and Infrastructure Engineering, George Mason University, 4400 University Drive MS 6C1, Fairfax, VA 22030, USA

Correspondence should be addressed to Girum Urgessa; ude.umg@assegrug

Received 22 August 2017; Accepted 3 January 2018; Published 19 February 2018

Academic Editor: Li Li

Copyright © 2018 Nicholas Harris and Girum Urgessa. 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. M. Nasrabadi, S. Torabian, and S. Mirghaderi, “Panel zone modelling of flanged cruciform columns: an analytical and numerical approach,” Engineering Structures, vol. 49, pp. 491–507, 2012. View at Publisher · View at Google Scholar · View at Scopus
  2. E. Smith, “Buckling of four equal leg angle cruciform columns,” Journal of Structural Engineering, vol. 109, no. 2, pp. 439–450, 1983. View at Publisher · View at Google Scholar · View at Scopus
  3. AISC 360, Specification for Structural Steel Buildings, American Institute of Steel Construction, Chicago, IL, USA, 2016.
  4. S. P. Timoshenko and J. M. Gere, Theory of Elastic Stability, McGraw-Hill, New York, NY, USA, 2nd edition, 1961.
  5. A. Chajes, Principles of Structural Stability Theory, Prentice-Hall, Englewood Cliffs, NJ, USA, 1974.
  6. S. A. Svensson and C. M. Plum, “Stiffener effects on torsional buckling of columns,” Journal of Structural Engineering, vol. 100, no. 3, pp. 758–772, 1983. View at Publisher · View at Google Scholar · View at Scopus
  7. F. Bleich, Buckling Strength of Metal Structures, McGraw-Hill, New York, NY, USA, 1952.
  8. C. King, Design of Cruciform Sections using BS 5950-1:2000, The British Constructional Steelwork Association Ltd, London, UK, 2006.
  9. N. Trahair, “Strength design of cruciform steel columns,” Engineering Structures, vol. 35, pp. 307–313, 2011. View at Publisher · View at Google Scholar · View at Scopus
  10. B. Kiani, S. Torabian, and S. Mirghaderi, “Local seismic stability of flanged cruciform sections (FCSs),” Engineering Structures, vol. 96, pp. 126–138, 2014. View at Publisher · View at Google Scholar · View at Scopus
  11. G. Urgessa and T. Arciszewski, “Blast response comparison of multiple steel frame connections,” Finite Elements in Analysis and Design, vol. 47, no. 7, pp. 668–675, 2011. View at Publisher · View at Google Scholar · View at Scopus
  12. P. B. Dinis, D. Camotim, and N. Silvestre, “On the local and global buckling behaviour of angle, T-section and cruciform thin-walled members,” Thin-Walled Structures, vol. 48, no. 10-11, pp. 786–797, 2010. View at Publisher · View at Google Scholar · View at Scopus
  13. G. Urgessa, S. Horton, M. M. Reda Taha, and A. Maji, “Significance of Stress-Block Parameters on the Moment Capacity of Sections Under-Reinforced with FRP”, ACI Special Publication 230, American Concrete Institute, Farmington Hills, MI, USA, 2005.