Strength formula for beam-columns made of H-SA700 high-strength steel

Keigo Tsuda, Masae Kido, Akihiko Kawano

Research output: Contribution to journalArticle

Abstract

The objective of this study is to propose a new strength formula for beam-columns made of H-SA700 High-strength steel. The elastic lateral torsional buckling strengths of beam-columns subjected to axial force and bending moment at both ends are calculated by using the Galerkin method. In addition to the elastic lateral torsional buckling load, in-plane elastic limit strengths are calculated. As the analytical parameters, slenderness ratio and moment ratio of the smaller to the larger end moment are selected, and the analytical results are shown in interaction relationship between end moment and axial force. Examining the results, we proposed the strength formula basically composed of two equations that mean the strengths of lateral torsional buckling and elastic limit strength.

Original languageEnglish
Pages (from-to)2163-2171
Number of pages9
JournalJournal of Structural and Construction Engineering
Volume76
Issue number670
DOIs
Publication statusPublished - Dec 1 2011

All Science Journal Classification (ASJC) codes

  • Architecture
  • Building and Construction

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