Experimental Study of a Self-Centering Beam–Column Connection with Bottom Flange Friction Device

A new beam-to-column connection for earthquake-resistant moment-resisting frames is introduced. The connection has a beam bottom flange friction device (BFFD) and posttensioned (PT) high-strength steel strands running parallel to the beam. The BFFD provides energy dissipation to the connection and a...

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Bibliographic Details
Published in:Journal of structural engineering (New York, N.Y.) N.Y.), 2009-05, Vol.135 (5), p.479-488
Main Authors: Wolski, Michael, Ricles, James M, Sause, Richard
Format: Article
Language:English
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TECHNICAL PAPERS
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Summary:A new beam-to-column connection for earthquake-resistant moment-resisting frames is introduced. The connection has a beam bottom flange friction device (BFFD) and posttensioned (PT) high-strength steel strands running parallel to the beam. The BFFD provides energy dissipation to the connection and avoids interference with the floor slab. The PT strands produce self-centering connection behavior. The connection behavior requires minimal inelastic deformation of the connection components and the beams and columns, and requires no field welding. A series of seven large-scale tests were performed to investigate the effect of the BFFD friction force, connection details, and the loading history on the performance of the connection under cyclic loading. The test results indicate that the BFFD provides reliable energy dissipation, and that the connection remains damage-free under the design earthquake.
ISSN:0733-9445
1943-541X
1943-541X
DOI:10.1061/(ASCE)ST.1943-541X.0000006