Cyclic Load Behavior of Angle X‐Bracing
Publication: Journal of Structural Engineering
Volume 112, Issue 11
Abstract
Cyclic load behavior of X‐bracing with welded connections is investigated. Six full‐scale specimens made from single and double angles of A36 steel were tested under quasi‐static cyclic loading. The specimens were designed according to current design procedures and code requirements. The main parameters of the study are: (a) mode of buckling; (b) interaction between the two diagonals; (c) slenderness ratio; and (d) width‐thickness ratio of the angle legs. The general cyclic behavior and modes of failure of the specimens are presented. Based on observations of the behavior of test specimens, recommendations are given for the seismic design of angle X‐bracing with welded connections.
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References
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Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 112 • Issue 11 • November 1986
Pages: 2528 - 2539
Copyright
Copyright © 1986 ASCE.
History
Published online: Nov 1, 1986
Published in print: Nov 1986
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