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Seismic Behavior of Beam Column Joints in Reinforced ...
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 . Large amount of research carried out to understand the complex mechanisms and safe behaviour of beam Column Joints has gone into code recommendations.
6 to ensure that the full strength of reinforcing bars, serving either as principal flexural or transverse reinforcement, can be developed under the most adverse condition that an earthquake may
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