Pushover analysis of building using soft story at different levels
1 Student, Department of Civil Engineering, KJ’s Educational Institute’s Trinity College of Engineering and Research, Pune, India.
2 Assistant Professor at Civil Engineering, KJ’s Educational Institute’s Trinity College of Engineering and Research, Pune, India.
Research Article
World Journal of Advanced Engineering Technology and Sciences, 2023, 09(01), 203–210.
Article DOI: 10.30574/wjaets.2023.9.1.0160
Publication history:
Received on 20 April 2023; revised on 26 May 2023; accepted on 29 May 2023
Abstract:
In India the enormous loss of life and property perceived in the last couple of decades, attributable to failure of structures instigated by earthquakes. Responsiveness is now being given to the assessment of the sufficiency of strength in framed RCC structures to resist solid ground motions. The seismic reaction of RCC building frame in terms of performance point and the earthquake forces on Reinforced building frame with the help of pushover analysis is carried out in this project. In this method of analysis a model of the building is exposed to a lateral load. Pushover analysis can afford a substantial insight into the weak links in seismic concert of a structure and we can know the weak zones in the structure. In this project effort has been made to investigate the effect of Shear Wall and Structural Wall on lateral displacement and Base Shear in RCC Frames. RCC Frames with G+13 are considered, one with soft storey and other with normal building in L- shape. The pushover analysis of the RCC building frame is carried out by structural analysis and design software ETABS.
Keywords:
Pushover; ETABS; Soft Storey; Levels
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