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An efficient method for computation of effective length factor of columns in a steel gabled frame with tapered members

  • Published:2008-04 Issue:4 Volume:64 Page:400-406
  • ISSN:0143-974X
  • Container-title:Journal of Constructional Steel Research
  • language:en
  • Short-container-title:Journal of Constructional Steel Research

Author:

Saffari H.,Rahgozar R.,Jahanshahi R.

Publisher

Elsevier BV

Subject

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

Reference21 articles.

1. Structural stability research council, guide to stability design criteria for metal structures;Johnson,1976

2. Effective length of framed columns;Kavanagh;Trans, ASCE,1962

3. AISC. Load and resistance factor design specification, for structural steel building, American Institute of Steel Construction. December 1999

4. K-factor for columns in any type of construction non-paradoxical approach;Aristozabal;J Struct Eng, ASCE,1994

5. Buckling length of non-uniform members under stepped axial loads;Ermopoulos;Comput Struct,1999

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1. Axial compressive stability design of longitudinal asymmetrical shuttle-shaped columns;Journal of Building Engineering;2024-07

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. Analysis of the effective length factors of members in single-layer glulam reticulated shells;Structures;2023-10

4. A New Technique for Calculating the Effective Length Factor of the Tower in Cable-Stayed Bridge;International Journal of Structural Stability and Dynamics;2023-01-18

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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