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

Authors

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

Keywords:

Ductile detailing, Earthquake resistance, E Tab

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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Published

2021-02-18

Issue

2019: 2ndSCSMQIPC

Section

Articles

License

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

How to Cite

INVESTIGATION ON BEAM COLUMN JOINT BEHAVIOR UNDER SEISMIC LOADING WITH DUCTILE DETAILING. (2021). JournalNX - A Multidisciplinary Peer Reviewed Journal, 45-49. https://repo.journalnx.com/index.php/nx/article/view/1874