• Shreehari Kulkarni
• Rishikesh
• Vishwanath
• Sourabh

ABSTRACT In the domain of current design, noteworthy development and designing ability are shown in the development of transcending structures that are designed to endure seismic powers. Two distinct approaches have emerged as a result of this endeavor: one includes the reconciliation of nonstop vertical shear walls, while the other decisively positions shear walls to brace weak delicate story areas. The huge structures that have been built with this variety of strategies are analysed very closely during the study. the application of computer simulations enabled by the the ETABS program, the work aims to broaden and improve our knowledge of the earthquake-proofing implications of these two shear wall approaches.The main objective of the exploration is to compare multi-story constructions with and without coordinated shear walls in scenarios with sensitive story weaknesses.It applies reaction range inquiry to pinpoint important boundaries like maximum displacement, maximum drift , and storey shear and narrative advancements.In designs with 15, 20, and 25 storeys, the impact of placing shear walls at building corners versus discretionary locations is investigated.The process of assessment calls notice to the similarities are the two different models: one adopting a weak story structure, and the other introducing another shear wall opposite the delicate story. Both models are put through to simulated seismic forces based on actual earthquakes as the examination unfolds. If shear walls may effectively reduce displacement and drift while also showing only minor performance changes with respect to wall position.The main ideas from the similar review are illustrated in the conclusion. the significance of arrangement schemes and the function of shear walls in maintaining seismic robustness. The findings of the pertinent inquiry for both the delicate narrative and shear wall models are presented in the section of the text devoted to results and dialogues. The greatest displacements, lateral shifts, and shear forces are detailed in thorough tabulations and illustrations at the narrative level.The development of future seismic plan rehearsals is aided by the seismic resistance of tall structures with complex story layouts.

Softstorey Openings, Shearwall, Maximum Displacement, Maximum Drift, ETABS

"Comparative Study On Tall Structure With Softstorey Openings and Shearwall Using Etabs ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 9, page no.d24-d41, September-2023, Available :http://www.jetir.org/papers/JETIR2309303.pdf

"Comparative Study On Tall Structure With Softstorey Openings and Shearwall Using Etabs ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 9, page no. ppd24-d41, September-2023, Available at : http://www.jetir.org/papers/JETIR2309303.pdf