An Experimental Study on the Moment-Rotation of Bolted Beam-Column Connections
Author(s) : ABDULKADIR CUNEYT AYDIN, MAHMUT KILIC, MAHYAR MAALI, MERVE SAGIROGLU
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.
No fo Author(s) : 4
Page(s) : 9 - 14
Electronic ISSN : 2372-3971
Volume 3 :
Issue 1
Full Paper PDF
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About Journals
- ISSN No. : 2372-3971
- Editor Chief : Dr. Cristina Gentilini, Alma mater Studiorum - University of Bologna, Italy
- Related Subjects : Corrosion Of Reinforcement In HVFA Concrete, Advanced Construction Materials : Microsilica In Concrete, Oceans as a Non-conventional Source of Energy, Silica Fume Concrete