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Nonlinear postbuckling analysis of frames with varying cross-section columns

  • Published:2013-11 Issue: Volume:56 Page:1-7
  • ISSN:0141-0296
  • Container-title:Engineering Structures
  • language:en
  • Short-container-title:Engineering Structures

Author:

Avraam Tassos P.,Fasoulakis Zacharias C.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference23 articles.

1. Theory of elastic stability;Timoshenko,1961

2. Koiter WT. On the stability of elastic equilibrium. PhD Thesis, Delft, NL; 1945.

3. Elastic stability and post-buckling behaviour – nonlinear problems;Koiter,1963

4. A survey of some buckling problems;Budianski;AIAA J,1966

5. A postbuckling theory;Hutchinson;Appl Mech,1970

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1. A Numerical Comparison between Spiral Transverse RC and CFST Columns under Loads of Varying Eccentricities;Periodica Polytechnica Civil Engineering;2019-11-28

2. Tapered beam–column analysis by analytical solution;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2019-11

3. Postbuckling analyses of frame mesostructures consisting of straight ribbons for mechanically guided three-dimensional assembly;Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences;2019-05

4. Stability Analysis of Frame Having FG Tapered Beam–Column;International Journal of Steel Structures;2018-08-09

5. Exact natural frequencies and buckling load of functionally graded material tapered beam-columns considering semi-rigid connections;Journal of Vibration and Control;2016-09-14
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