Numerical and experimental study on the behavior of drilled flange steel beam to CFT column connections

Volume: 28, Pages: 726 - 740
Published: Dec 1, 2020
Abstract
Numerous studies conducted on different types of rigid connections such as reduced beam section (RBS) and drilled flange (DF) showed their ductile behavior. This paper evaluates the seismic performance of moment resisting connections with drilled flange (DF) beams as a simple and efficient alternative for RBS connected to concrete-filled steel tube CFT columns. Different patterns are proposed and the shear capacity of panel zone and ductility of...
Paper Details
Title
Numerical and experimental study on the behavior of drilled flange steel beam to CFT column connections
Published Date
Dec 1, 2020
Journal
Volume
28
Pages
726 - 740
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