Analytical behavior of frames with steel beams to concrete-filled steel tubular column

Wen Da Wang, Lin Hai Han, Xiao Ling Zhao

Research output: Journal article publicationJournal articleAcademic researchpeer-review

44 Citations (Scopus)

Abstract

This paper reports the mechanism of composite frames with steel beams connected to concrete-filled square hollow section (SHS) columns. Detailed analysis was carried out on longitudinal stress in steel beams, axial stress distribution in concrete, and concrete stress along the column height and at the connection panel. Parametric studies were conducted to investigate the influence of axial load level, beam-to-column linear stiffness ratio on the structural behavior of composite frames. Simplified hysteretic lateral load (P) versus lateral displacement (Δ) models are proposed for such composite frames.

Original languageEnglish
Pages (from-to)497-508
Number of pages12
JournalJournal of Constructional Steel Research
Volume65
Issue number3
DOIs
Publication statusPublished - Mar 2009
Externally publishedYes

Keywords

  • Column
  • Composite frame
  • Concrete filled steel tubes
  • Failure mode
  • Hysteretic model
  • Steel beam

ASJC Scopus subject areas

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

Fingerprint

Dive into the research topics of 'Analytical behavior of frames with steel beams to concrete-filled steel tubular column'. Together they form a unique fingerprint.

Cite this