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Cyclic Behavior of Unstiffened Double Split-Tee Beam-to-Column Connection

 Cyclic Behavior of Unstiffened Double Split-Tee Beam-to-Column Connection
Author(s): , ,
Presented at 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008, published in , pp. 474-475
DOI: 10.2749/222137908796293532
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An unstiffened double split-tee beam-to-column connection is one of the “weldless” beam-to- column connections. In the present study, structural performance of steel framework including the unstiff...
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Bibliographic Details

Author(s):


Medium: conference paper
Language(s): English
Conference: 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008
Published in:
Page(s): 474-475 Total no. of pages: 7
Page(s): 474-475
Total no. of pages: 7
Year: 2008
DOI: 10.2749/222137908796293532
Abstract:

An unstiffened double split-tee beam-to-column connection is one of the “weldless” beam-to- column connections. In the present study, structural performance of steel framework including the unstiffened double split-tee beam-to-column connection is investigated experimentally and analytically. Cyclic loading tests of subassemblages with the unstiffened connections are performed, and the unstiffened connections show good deformation capacity. Validities of yield strength prediction by yield line analysis and numerical simulation by finite element analysis to predict cyclic behaviors of the subassemblages are also investigated.

Keywords:
beam-to-column connection weldless split-tee subassemblage cyclic behavior