Behavior and design of high-strength steel columns under combined compression and bending

Kwok Fai Chung, Tian Yu Ma, Guo Qiang Li, Xiao Lei Yan

Research output: Chapter in book / Conference proceedingChapter in an edited book (as author)Academic researchpeer-review

1 Citation (Scopus)

Abstract

This chapter presents an experimental and numerical study on the ultimate strength of high-strength steel (HSS) columns subject to eccentric compression. The modifications of current design formula to include HSS box-section and H-section columns in bending and axial compression are proposed.

Original languageEnglish
Title of host publicationBehavior and Design of High-Strength Constructional Steel
PublisherElsevier
Pages305-355
Number of pages51
ISBN (Electronic)9780081029312
DOIs
Publication statusPublished - 1 Jan 2020

Keywords

  • Design formula
  • Experimental study
  • High-strength steel beam-column
  • Numerical study

ASJC Scopus subject areas

  • Engineering(all)

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