• Quadri Ahmed Maaz
• Prof. Varsha G. Jadhav

To understand the seismic performance and lateral load effects on a structure, it is essential to evaluate the time period. The time period is crucial in estimating lateral loads which contributes to seismic assessment. It depends on the structure's mass and stiffness, influencing its behavior under lateral loads. This study examines various parameters affecting the time period of an RC building, following IS 1893(part I):2002. Using ETABS software, reinforced concrete special moment-resisting frame models are analyzed to illustrate the impact of building stiffness, mass & height on the fundamental translational natural time period.

Natural Time Period, Equivalent Static Method, Etabs, Stiffness & Mass of Building

"Impact of Structural Parameters on Time Period of Reinforced Concrete Building", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.11, Issue 6, page no.h288-h291, June-2024, Available :http://www.jetir.org/papers/JETIR2406731.pdf

"Impact of Structural Parameters on Time Period of Reinforced Concrete Building", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.11, Issue 6, page no. pph288-h291, June-2024, Available at : http://www.jetir.org/papers/JETIR2406731.pdf