CYCLIC BEHAVIOR AND DESIGN OF LINK BEAMS.

Keith Hjelmstad, Egor P. Popov

Research output: Chapter in Book/Report/Conference proceedingChapter

80 Citations (Scopus)

Abstract

The results of an experimental investigation of the inelastic behavior of short wide-flange steel beams used in eccentrically braced frames are presented. The test specimens were subjected to a severe cyclic loading program, causing their webs to buckle inelastically. Alternative stiffening arrangements were employed to extend the capabilities of these elements. An evaluation of the performance of the specimens is made, with emphasis on their energy dissipation capacity, and recommendations are made regarding their design.

Original languageEnglish (US)
Title of host publicationJournal of Structural Engineering
Pages2387-2403
Number of pages17
Volume109
Edition10
StatePublished - Oct 1983
Externally publishedYes

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Flanges
Energy dissipation
Steel

ASJC Scopus subject areas

  • Engineering(all)

Cite this

Hjelmstad, K., & Popov, E. P. (1983). CYCLIC BEHAVIOR AND DESIGN OF LINK BEAMS. In Journal of Structural Engineering (10 ed., Vol. 109, pp. 2387-2403)

CYCLIC BEHAVIOR AND DESIGN OF LINK BEAMS. / Hjelmstad, Keith; Popov, Egor P.

Journal of Structural Engineering. Vol. 109 10. ed. 1983. p. 2387-2403.

Research output: Chapter in Book/Report/Conference proceedingChapter

Hjelmstad, K & Popov, EP 1983, CYCLIC BEHAVIOR AND DESIGN OF LINK BEAMS. in Journal of Structural Engineering. 10 edn, vol. 109, pp. 2387-2403.
Hjelmstad K, Popov EP. CYCLIC BEHAVIOR AND DESIGN OF LINK BEAMS. In Journal of Structural Engineering. 10 ed. Vol. 109. 1983. p. 2387-2403
Hjelmstad, Keith ; Popov, Egor P. / CYCLIC BEHAVIOR AND DESIGN OF LINK BEAMS. Journal of Structural Engineering. Vol. 109 10. ed. 1983. pp. 2387-2403
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