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Mathematical Problems in Engineering
Volume 2013, Article ID 858906, 9 pages
Research Article

Stability Analysis of Two-Segment Stepped Columns with Different End Conditions and Internal Axial Loads

Department of Civil Engineering, Kocaeli University, Umuttepe Campus, 41380 Kocaeli, Turkey

Received 29 December 2012; Accepted 25 February 2013

Academic Editor: Safa Bozkurt Coskun

Copyright © 2013 Seval Pinarbasi 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.

Citations to this Article [5 citations]

The following is the list of published articles that have cited the current article.

  • M. Rezaiee-Pajand, F. Shahabian, and M. Bambaeechee, “Stability of non-prismatic frames with flexible connections and elastic supports,” KSCE Journal of Civil Engineering, 2015. View at Publisher · View at Google Scholar
  • E. Ruocco, H. Zhang, and C.M. Wang, “Hencky bar-chain model for buckling analysis of non-uniform columns,” Structures, vol. 6, pp. 73–84, 2016. View at Publisher · View at Google Scholar
  • Seval Pinarbasi, “Experimental study on partially-reinforced steel RHS compression members,” Structural Engineering and Mechanics, vol. 63, no. 3, pp. 385–400, 2017. View at Publisher · View at Google Scholar
  • Aleksandar Nikolić, and Slaviša Šalinić, “Buckling analysis of non-prismatic columns: A rigid multibody approach,” Engineering Structures, vol. 143, pp. 511–521, 2017. View at Publisher · View at Google Scholar
  • Weifeng Tian, Yuanli Wu, and Xuhong Zhou, “Stability of Sway-Inhibited Prismatic Columns Subjected to Internal Axial Loads,” Practice Periodical on Structural Design and Construction, vol. 22, no. 1, 2017. View at Publisher · View at Google Scholar