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Document No. :: Final Report :: A - Earthquake Codes IITK-GSDMA Project on Building Codes Seismic Behavior of beam Column Joints in Reinforced concrete moment resisting Frames by Deapartment of Civil Engineering Indian Institute of technology Madras Chennai Dr. Sudhir K Jain Department of Civil Engineering Indian Institute of Technology Kanpur Kanpur 1. Seismic DESIGN OF beam - Column Joints IN RC moment . resisting FRAMES REVIEW OF CODES. a and Sudhir K. Jainb a Project Officer , Department of Civil Engineering, Indian Institute of Technology Madras, Chennai, India. b Professor, Department of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur, India. Author to Correspond : Sudhir K Jain Email: Phone: 91-512-2597867. Fax: 91-512-2597866. Abstract The behaviour of Reinforced concrete moment resisting frame structures in recent earthquakes all over the world has highlighted the consequences of poor performance of beam Column Joints .
4 1. Introduction Beam column joints in a reinforced concrete moment resisting frame are crucial zones for transfer of loads effectively between the connecting elements (i.e. beams and columns) in the
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