Analytical Modeling and Nonlinear Analysis of Beam-Column Connection in Steel Moment Resisting Frame

Sun Min Kim, Myoung Ho Oh, Myeong Han Kim, Sang Dae Kim

Research output: Contribution to journalArticle

Abstract

Generally the analysis of steel moment resisting frames has been performed without considering the accurate connection behaviors. However, a number of beam-column connections of the steel moment resisting systems raised sudden fracture resulted in enormous economical loss in recent earthquakes. In this study, the analytical modeling of Korean beam-column connections in steel moment resisting frames was proposed based on the experimental studies of other researchers. The adopted computer program for inelastic analysis was DRAIN-2DX, and the standard element type was set to the Element Type 10 in DRAIN-2DX for panel zones and beam-connections. The inelastic analysis results of the example structure with connection modeling were compared to those of the structures without connection modeling.

Original languageEnglish
Pages (from-to)309-316
Number of pages8
JournalJournal of Asian Architecture and Building Engineering
Volume5
Issue number2
DOIs
Publication statusPublished - 2006

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Nonlinear analysis
Steel
data processing program
Computer program listings
Earthquakes
natural disaster
Modeling

Keywords

  • Analytical modeling
  • Beam-column connection
  • Nonlinear analysis
  • Steel moment resisting frames

ASJC Scopus subject areas

  • Architecture
  • Civil and Structural Engineering
  • Cultural Studies
  • Building and Construction
  • Arts and Humanities (miscellaneous)

Cite this

Analytical Modeling and Nonlinear Analysis of Beam-Column Connection in Steel Moment Resisting Frame. / Kim, Sun Min; Oh, Myoung Ho; Kim, Myeong Han; Kim, Sang Dae.

In: Journal of Asian Architecture and Building Engineering, Vol. 5, No. 2, 2006, p. 309-316.

Research output: Contribution to journalArticle

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