Cyclic Behavior and Design of Link Beams
Publication: Journal of Structural Engineering
Volume 109, Issue 10
Abstract
The results of an experimental investigation of the inelastic behavior of short wide‐flange steel beams commonly used in eccentrically braced frames is presented. The test specimens were subjected to a severe cyclic loading program, causing their webs to buckle inelastically. Alternative stiffening arrangements were employed in an effort 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.
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Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 109 • Issue 10 • October 1983
Pages: 2387 - 2403
Copyright
Copyright © 1983 ASCE.
History
Published online: Oct 1, 1983
Published in print: Oct 1983
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