Authors : P.Anuradha; Ezatullah Yaqubi; D. Annapurna

Volume/Issue : Volume 7 - 2022, Issue 12 - December

Google Scholar : https://bit.ly/3IIfn9N

Scribd : https://bit.ly/3GXrQZu

DOI : https://doi.org/10.5281/zenodo.7525668

Abstract : Dynamic impacts caused on buildings by wind and earthquake loads.There are many effects due to earthquakes, one of the effects that is recently seen is pounding.Pounding of adjacent buildings happens because of their completely different dynamic characteristics similarly as depleted separation distance between them. Though earthquake loading is usually thought of in structural design, pounding of adjacent buildings isn't usually considered and typically causes extremely surprising damages and failures. In this study, pounding effect was numerically investigated in four different heights of multi-storied buildings in different zone (III andV) are analysed by usingETABSwith and without pounding effect. The pounding effect is also analysed with and without shear walls condition. The story displacements, story drifts and base shears are computed, and comparisons are drawn from varying heights and with and without shear wall condition. To analyse the structure, Response spectrum analysis is used.

Keywords : Pounding, Separation distance, Shear wall, Height.