• Katrodiya JayKumar R
• Prof. A. R. Darji
• Prof. S. P. Chandresha

While analyzing a multi-Storied RCC frame buildings, conventionally all the probable loads are applied after modeling the entire building frame. But in practices of RCC frame structures it is constructed in various stages. According to the stability of RCC frame varies at each construction stage. Even during RCC construction freshly placed concrete floor is supported on previously casted floor by formwork. Thus, the loads assumed in traditional analysis will vary in transient situation. Obviously, results obtained by the conventional analysis will be unsuitable. Therefore, the frame should be analysis at every construction stage taking into consideration variation in loads. The phenomenon known as Construction Stage Analysis considers these uncertainties precisely. Construction stage analysis revealed more criticality of the structural component during construction stage due to additional forces, which must be considered during designing and analysis phase of the high rise building. The aim of this study is to carry out seismic analysis of grid slab structure considering construction stage by using ETABs.

Construction Stage Analysis, Response Spectrum Analysis, Grid Slab, Seismic Parameters.

"RESPONSE SPECTRUM ANALYSIS OF GRID SLAB AT CONSTRUCTION STAGE : USING ETABs", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 6, page no.123-129, June 2019, Available :http://www.jetir.org/papers/JETIR1907156.pdf

"RESPONSE SPECTRUM ANALYSIS OF GRID SLAB AT CONSTRUCTION STAGE : USING ETABs", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 6, page no. pp123-129, June 2019, Available at : http://www.jetir.org/papers/JETIR1907156.pdf