Call For Paper Volume:4 Issue:10 Oct'2017 |

Seismic Performance Evaluation of Reinforced Concrete Frames with Irregular Elevations using Nonlinear Static Pushover Analysis

Publication Date : 10/07/2015

Author(s) :

Santoshkumar B. Naik , Mohd. Zameeruddin Mohd. Saleemuddin , Keshav K. Sangle.

Conference Name :
4th International Conference on Recent Trends in Engineering & Technology(ICRTET-2015) July 2-4,2015 Organized by SNJB's KBJ College of Engineering,Chandwad,Nashik,Maharashtra,India

Abstract :

Present paper addresses seismic response evaluation of the med concrete frames with irregular elevation subjected seismic loads. Irregularity in elevation was introduced in terms of percentage reduction in height such as 20%, 40% and 60%. The frame was designed as per guidelines of IS 456:2000 (Rev obtained from the guidelines of IS 1893: 2002 (part1). The frames were assumed to be located on hard soil in seismic zone V with zone factor 0.36, the importance factor (1.0), and the response reduction factor (3.0). FEM based software ETABS V 9.7 was used to evaluate seismic performance of the MRF. Deformation performed for lateral loads obtained. The results obtained from pushover analysis shows that, as the percentage of irregularity increases the structure moves in to inelastic zone with the formation of collapse mechanism.

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