Strength evaluation of beam-column connection in the weak axis of H-shaped column

Sang Dae Kim, Sang Seup Kim, Young K. Ju

Research output: Contribution to journalArticlepeer-review

18 Citations (Scopus)

Abstract

There have been many studies performed on steel beam-column connections, and many connection details that can improve seismic performance and connection strength have been developed and are in use. However, the conventional type of connection with a bracket is preferred in Korea's construction market. This study develops, by experiment and theoretical analysis, an easy-to-construct beam-column connection that also ensures the flexural behaviour of the weak axis connection so that the steel structure system can be used in constructing low-rise buildings. This study also proposes basic data for structural design and construction of the beam-column connection of the H-shaped column's weak axis.

Original languageEnglish
Pages (from-to)1699-1710
Number of pages12
JournalEngineering Structures
Volume30
Issue number6
DOIs
Publication statusPublished - 2008 Jun

Keywords

  • Beam-column connection
  • Connection detail
  • End-plate connection
  • Split-tee connection
  • Weak-axis connection

ASJC Scopus subject areas

  • Civil and Structural Engineering

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