Cast Steel Connectors for Circular Hollow Section Braces under Inelastic Cyclic Loading
Publication: Journal of Structural Engineering
Volume 134, Issue 3
Abstract
Although concentrically braced frames are an efficient means of providing lateral support in steel structures, many such frames designed to resist seismic loading and featuring hollow structural section braces have performed poorly in recent earthquakes—primarily due to unexpected connection failures. To address this issue, the use of a cast steel connector that fits between a tubular brace and a gusset plate is presented as an alternative to the reinforced, fabricated connections that are commonly used in seismic load resisting braced frames. The resulting connector was shaped using solid modeling software, verified by finite-element analysis, and finally cast to ASTM A958 standards. Laboratory results from static and cyclic testing of concentrically loaded brace-connector assemblies showed that the use of a cast steel connector is a viable means of connecting to tubular brace members for seismic (or even static) applications. Further, as the connector was crafted to fit a range of tubular members and can be mass produced, the proposed solution is an economical alternative to conventional tube-to-gusset connections under seismic loading.
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Acknowledgments
Financial support was provided by the Natural Science and Engineering Research Council of Canada (NSERC)NRC and by the Ontario Centres of Excellence for Materials and Manufacturing. Atlas Tube Inc. provided steel tube and Walters Inc. (Ontario) generously donated their fabrication services.
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Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 134 • Issue 3 • March 2008
Pages: 374 - 383
Copyright
© 2008 ASCE.
History
Received: Dec 5, 2006
Accepted: Jul 13, 2007
Published online: Mar 1, 2008
Published in print: Mar 2008
Notes
Note. Associate Editor: James S. Davidson
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