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Buckling length of framed compression members with semirigid connections

  • Published:1991-01 Issue:2 Volume:18 Page:139-154
  • ISSN:0143-974X
  • Container-title:Journal of Constructional Steel Research
  • language:en
  • Short-container-title:Journal of Constructional Steel Research

Author:

Ermopoulos John Ch.

Publisher

Elsevier BV

Subject

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

Reference25 articles.

1. Effective lengths of columns in multi-storey buildings;Wood;Structural Engineer,1974

2. Effective lengths of columns in multi-storey buildings;Wood;Structural Engineer,1974

3. Effective lengths of columns in multi-storey buildings;Wood;Structural Engineer,1974

4. A graphical method of preventing sidesway in the design of multi-storey buildings;Wood,1975

5. An appraisal of the effective length alignment charts;Kuhn,1971

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1. Simulation Analysis on Maximum Height of Semi-Rigid Concentrically Braced Steel Frame;Journal of Physics: Conference Series;2020-10-01

2. Experimental Research and Theoretical Analysis of the Seismic Behavior of Prefabricated Semirigid Steel Frame with X-Shaped Braces;Advances in Civil Engineering;2019-08-29

3. Design of connections and joints;Design of Steel Structures to Eurocodes;2018-11-24

4. Influence of joint rigidity on the elastic buckling load of sway and non-sway steel frames;Proceedings 12th international conference on Advances in Steel-Concrete Composite Structures - ASCCS 2018;2018-06-27

5. Mechanical model for determining the critical load of plane frames with semi-rigid joints subjected to static loads;Engineering Structures;2017-08
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