An Experimental Study on the Moment-Rotation of Bolted Beam-Column Connections

ABDULKADIR, CUNEYT AYDIN and MAHMUT, KILIC and MAHYAR, MAALI and MERVE, SAGIROGLU (2015) An Experimental Study on the Moment-Rotation of Bolted Beam-Column Connections. In: Third International Conference on Advances In Civil, Structural and Environmental Engineering- ACSEE 2015, 10-11 October, 2015, Zurich, Switzerland.

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Abstract

The behavior of beam-column connections plays an important role in the response of a steel moment resisting and moment stiffness framed structure, especially under statically loaded. In this study, the moment-rotation characteristics of semi-rigid bolted connections using with top and seat angles is discussed based on experimental investigation. The aim was to provide necessary data to improve of the Eurocode 3.The maximum bending moment, the plastic flexural resistance, Mj.Rd and the bending moment capacity, MƟ.Cd increased with the increasing thickness of the top and seat angles joints.

Item Type: Conference or Workshop Item (Paper)
Uncontrolled Keywords: top-and-seat angle connections; Experimental testing; beam-column connection; statically load.
Depositing User: Mr. John Steve
Date Deposited: 19 Apr 2019 12:04
Last Modified: 19 Apr 2019 12:04
URI: http://publications.theired.org/id/eprint/1371

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