• Akash P. Gupta
• Dr.S. G. Makarande
• Prof. G. D. Dhawale

Current work deals with studying the frequency content of ground speed on reinforced concrete (RC) buildings. Linear time history analysis is done in the structural analysis and design (STAAD Pro) software. The proposed method is to study the reaction of low, middle, and high-rise reinforced concrete buildings under low, intermediate and high-frequency content of ground motions. Regularly three-dimensional two, six and twenty-storey RC buildings have low, intermediate and high frequency content with six ground speeds, in which the same period and peak ground acceleration (PGA) are studied. In response to storey displacement, storey velocity, storey acceleration and ground shear in the base shear, the response of the buildings has been received. For each type of building, the responses of each ground motion are studied and compared. The results show that low frequency material ground motions have significant impact on regular RC buildings. However, the responses to regular RC buildings have little effect on the high frequency content of ground motions

Reinforced concrete building, ground motion, peak ground acceleration, frequency content, column beam joint ratio, time history analysis.

"Seismic Analysis of Reinforced Concrete Building for Dynamic Characteristics of Ground Motion", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 5, page no.235-246, May-2019, Available :http://www.jetir.org/papers/JETIR1905F34.pdf

"Seismic Analysis of Reinforced Concrete Building for Dynamic Characteristics of Ground Motion", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp235-246, May-2019, Available at : http://www.jetir.org/papers/JETIR1905F34.pdf