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Patrikar Shashwat Vinod Kavita

SD4006

Design of B+G+12 building with long and few shear walls

 During the studio sessions, we gained knowledge about RCC design and analysis. Each of us was assigned various projects with unique problem statements. Initially, we focused on a beam-column system and later introduced shear walls to eliminate static torsion. Throughout this process, we observed variations in behavior through experimentation. Subsequently, we tackled our specific problem statements, honing our ability to identify and address diverse challenges. This experience enabled us to craft structural systems and tailor member designs accordingly. One such specific problem we addressed was the design challenge posed by long and sparse shear walls.


Report Content

Problem Statement

Final Structural System

Load Data

Displacement, Drift and Torsion check of Gravity Model With Earthquake Application

Frame Participation and Shear wall

Iteration

Resultant and observation of structure under earthquake force

Static and Dynamic Analysis of Displacement and Drift

Model mass Participation and Shear wall interaction curve

Detailing and Observation