Open AccessBehaviour of Multi-Storey RC Building Under Seismic Load Using Pushover Analysis
Author(s) -
M Abusorrah Abdullah,
Preeti �Kulkarni
Publication year - 2021
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/1197/1/012012
Subject(s) - structural engineering , building code , frame (networking) , moment (physics) , seismic analysis , finite element method , induced seismicity , seismic zone , engineering , computer science , civil engineering , telecommunications , physics , classical mechanics
The current work investigates the behavior of a multi-story RC building under seismic load using pushover analysis, employing two (codes IS code and ACI code) where the special moment resistant frame (SMRF) building is located in a medium-seismicity region of India in Pune City. The G+8 to G+20 storeys of the RC buildings have been chosen for this purpose. The structural analysis programmed SAP2000.V20 was used to create a finite element model of the structure. The different models (5 models) of RC buildings were initially designed to resist seismic loads using the responses spectrum analysis method to determine the RC building’s characteristics. Pushover analysis is used to predict potential weak areas in the structure by tracking the sequence of damages of each and every member in the structure and determining the weak joints (critical joints) in the RC building. and compare the two codes (IS code and ACI code)