Lateral buckling of beams in eccentrically-braced frames

Keith Hjelmstad, Lee Sang-Gab Lee

Research output: Contribution to journalArticle

9 Citations (Scopus)

Abstract

Eccentrically-braced frames are used in earthquake-resistant steel structures. The key to the success of the eccentrically-braced frame is the short eccentric element used to dissipate energy during extreme seismic events. The propensity of these elements to buckle laterally under large amplitude alternating loads, and the consequences of such buckling, are studied here. The paper focuses on the effects of repeated loading on the limit load and post-limit behavior of laterally braced and laterally unbraced beams. We report the results of five experiments on propped cantilever beams subjected to cyclically reversing loads, and provide a thorough analysis of the experimental configuration.

Original languageEnglish (US)
Pages (from-to)251-272
Number of pages22
JournalJournal of Constructional Steel Research
Volume14
Issue number4
DOIs
StatePublished - 1989
Externally publishedYes

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Cantilever beams
Steel structures
Load limits
Buckling
Earthquakes
Experiments

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Materials Science(all)

Cite this

Lateral buckling of beams in eccentrically-braced frames. / Hjelmstad, Keith; Sang-Gab Lee, Lee.

In: Journal of Constructional Steel Research, Vol. 14, No. 4, 1989, p. 251-272.

Research output: Contribution to journalArticle

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