Abstract: In present study, Multistory Rigid Jointed Steel Framed Regular Building Modal has been analyzed by static, dynamic and pushover procedures. The post processing results obtained are compared to get some important concluding remarks. The various results obtained are compared to find out differences in Nodal Displacements and Beam End Forces. This study will emphasize on the requirement of non-linear analysis procedures with the existing linear analysis procedures provided by various codal provisions. Present study will help in evaluating the difference in various parameters during elastic (conventional) and inelastic (pushover) analysis.
Keywords: Seismic, Maximum moment, Linear, Non-linear (pushover)
Title: Analysis of Nodal Displacement and Beam End Forces for Multistoried Framed Structure
Author: Praveen Thakur, Dr. Suresh Kushwaha,Prabhat Soni
International Journal of Civil and Structural Engineering Research
ISSN 2348-7607 (Online)
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