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Elastic flexural buckling of non-uniform members: Closed-form expression and equivalent load approach

  • Published:2011-07 Issue:7 Volume:67 Page:1078-1085
  • ISSN:0143-974X
  • Container-title:Journal of Constructional Steel Research
  • language:en
  • Short-container-title:Journal of Constructional Steel Research

Author:

Serna M.A.,Ibáñez J.R.,López A.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Application of AISC design provisions for tapered members;Lee;Engineering Journal,1975

2. Wedge-beam framing;Amirikian;Transactions on ASCE,1952

3. Theory of elastic stability;Timoshenko,1961

4. Critical buckling loads for tapered columns;Gere;Journal of Structural Division ASCE,1962

5. Buckling of tapered bars under stepped axial loads;Ermopoulos;Journal of the Structural Engineering,1986

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1. Simplified Approach for Determining Buckling Load in Portal Frames: Elastic Stability Analysis;IOP Conference Series: Earth and Environmental Science;2024-08-01

2. Stability Assessment of Multi-Segment Web-Tapered Compression Members in Steel Gabled Frames;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-06-18

3. Buckling Resistance of Tapered Steel Columns;Applied Sciences;2023-10-20

4. Shape Optimization of a Column Modelling the Bridge Span under a Specific Load - Numerical and Experimental Studies;Communications - Scientific letters of the University of Zilina;2023-07-11

5. An Efficient K-Factor Formula for Stability Evaluation of Steel Frames with Web-Tapered Members;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2022-12-20
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