• Mr. SHAIK MAHEMOODH
• Smt. GAJJELA. NIRMALA

This paper explains seismic evaluation of excessive accelerated using E-tabs 20, the design of residential G+fifteen form is ready in addition to assessment is finished utilizing comments ranges method taking into account constructing vicinity in place III, this evaluation will surely generate the end result of higher modes of vibration similarly to real go with the flow of forces in elastic array in a mile’s higher way. Test effects embody lateral tons on diaphragm, lateral lots on tale, diaphragm center of gravity model, diaphragm drifts, maximum storey displacements, ideal tale drifts, story shears, overturning moments, and story stress and achieve powerful facet load standing as much as device in addition to assists in analyzing whether or not geo-polymer concrete may be made use of within the creation of high expanded building as we encompass the dynamic masses in the excessive expanded shapes.

E-Tab 20, Diaphragm, Geo-Polymer Concrete, Maximum Storey Displacements.

"DYNAMIC ANALYSIS ON CONVENTIONAL STRUCTURE AND GEO-POLYMER CONCRETE STRUCTURE USING RESPONSE SPECTRUM METHOD", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.11, Issue 2, page no.a575-a583, February-2024, Available :http://www.jetir.org/papers/JETIR2402073.pdf

"DYNAMIC ANALYSIS ON CONVENTIONAL STRUCTURE AND GEO-POLYMER CONCRETE STRUCTURE USING RESPONSE SPECTRUM METHOD", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.11, Issue 2, page no. ppa575-a583, February-2024, Available at : http://www.jetir.org/papers/JETIR2402073.pdf