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Earthquake Vibration Control by using Modified Frame Tappered Shear Wall


Amruta Vaibhav Chandgude , Triniy Academy of Engineering, Yewlewadi, Pune; Ajay Balasaheb Shahane, Triniy Academy of Engineering, Yewlewadi, Pune; Kirti Jeevan Gote, Triniy Academy of Engineering, Yewlewadi, Pune; Shubham Jaykumar Nimbalkar, Triniy Academy of Engineering, Yewlewadi, Pune


Earthquake, Vibration, Tapered Shear Wall


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+15 are considered, one with only shear wall and other with only structural walls. The pushover analysis of the RCC building frame is carried out by structural analysis and design software ETABS.

Other Details

Paper ID: IJSRDV8I10446
Published in: Volume : 8, Issue : 1
Publication Date: 01/04/2020
Page(s): 1169-1174

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