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Paper Details

Paper Title
PUSHOVER ANALYSIS OF HIGH RISE RCC BUILDING WITH VERTICAL IRREGULARITIES
Abstract
The seismic behavior of multi-storied building frame during an earthquake motion depends upon the distribution of strength, mass and stiffness in both horizontal and vertical planes. The structural damage of the building frame is occurs due to the discontinuity in the stiffness mass and strength between the adjacent stories. The common type of discontinuity is vertical geometric irregularity which is due to the irregular building configuration in vertical plane. So there is need to study the seismic response of building frames under different structural irregularities. Pushover analysis is one of the analysis method which is adopted for the present study. Present study aims towards doing Nonlinear Static Pushover Analysis of G +20 high rise RCC residential building. This work shows that the comparison seismic performance and behavior of building frame with and without vertical irregularity in terms of parameter like story shear, storey displacement, and storey drift. Also comparison of seismic response of the structure in terms of base shear and displacement along with the location of the plastic hinges at the performance point of all the models are considered. All building frames are analyzed by using design and analysis software ETABS and design as per IS 456:2000 and IS 1893:2002.
Keyword
pushover analysis, type of irregularity, story drift, base shear, lateral displacement.
Others Details
Paper Id : 14715
Author Name : Chaitali Patel
Co-Author Name(s) : Payal PatelGrishma Salvi
Volume/Issue No : Volume 05 Issue 05
Page No : 13-19
DOI Number : DOI:10.21090/IJAERD.14715
License : This work is licensed under a Creative Commons Attribution 4.0 International License.
website : http://www.ijaerd.com/index.php
Impact Factor : 5.71, SJIF-2017
ISSN Details : eISSN: 2348-4470, pISSN:2348-6406
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