INVESTIGATION ON BEAM COLUMN JOINT BEHAVIOR UNDER SEISMIC LOADING WITH DUCTILE DETAILING

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Published Feb 18, 2021
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Prof. Kapate Radhika B.
Assistant Professor, Dept. of Civil Engineering Vishwabharati Academy’s College of Engineering, Ahmednagar, Maharashtra, India

Abstract

This paper is based on ductility demand and understanding of ductile detailing with Beam, column and Beam-Column joint under seismic force. The concept of importance of ductility in column, strong column and weak beam. Also work on Beam-Column joints in building, why they are special? Its classification, behavior and design considerations for Beam- column joint under seismic loading. It included the analysis and design of G+5 building with ETAB with earthquake loading and different load combinations. After this output next  process to cost comparison for R.C.C. building with and without ductile detailing of G+5 building of seismic zone III

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How to Cite
Prof. Kapate Radhika B. (2021). INVESTIGATION ON BEAM COLUMN JOINT BEHAVIOR UNDER SEISMIC LOADING WITH DUCTILE DETAILING. JournalNX - A Multidisciplinary Peer Reviewed Journal, 45–49. Retrieved from https://repo.journalnx.com/index.php/nx/article/view/1874