<p><b><span style="font-family: &quot;Open Sans&quot;;">Project Title: </span></b><span style="font-family: &quot;Open Sans&quot;;">Seismic Analysis of Shear Wall Buildings.</span><br><span style="font-family: &quot;Open Sans&quot;;">1. Conducted seismic performance analysis of 20, 30, and 40 storey reinforced concrete buildings using ETABS software.</span><br><span style="font-family: &quot;Times New Roman&quot;;">2. Designed and modeled structures with and without shear walls to evaluate their effectiveness under seismic loads.</span><br><span style="font-family: &quot;Times New Roman&quot;;">3. Applied the Response Spectrum Method in accordance with IS 1893:2016 (Part-1) to simulate earthquake loading conditions.</span><br><span style="font-family: &quot;Times New Roman&quot;;">4. Investigated the influence of varying shear wall thicknesses (150 mm, 200 mm, and 250 mm) on key structural parameters such as: Lateral Displacement, Storey Drift, Base Shear.</span><br><span style="font-family: &quot;Times New Roman&quot;;">5. Assessed and compared structural behavior to optimize seismic resistance and improve overall performance of high-rise buildings.</span></p>