CYCLIC BEHAVIOR AND DESIGN OF LINK BEAMS.

Keith Hjelmstad; Egor P. Popov

CYCLIC BEHAVIOR AND DESIGN OF LINK BEAMS.

Research output: Chapter in Book/Report/Conference proceeding › Chapter

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 language	English (US)
Title of host publication	Journal of Structural Engineering
Pages	2387-2403
Number of pages	17
Volume	109
Edition	10
State	Published - Oct 1983
Externally published	Yes

ASJC Scopus subject areas

Engineering(all)

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title = "CYCLIC BEHAVIOR AND DESIGN OF LINK BEAMS.",

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.",

author = "Keith Hjelmstad and Popov, {Egor P.}",

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