A Review Paper of Comparative Analysis of a T Shaped Structure Considering Viscous Dampers with General Framed Structure under Seismic Load Using Analysis Tool
Keywords:
Irregular building, viscosity dampers, seismic resistance, Structural analysisAbstract
In this thesis, the seismic performance of a 33-meter-tall, irregular T-shaped structure with viscosity dampers is examined and contrasted with a standard RCC model without dampers. The analysis is carried out in the setting of soil type III, which relates to soft soil conditions that are extremely vulnerable to seismic activity, and seismic zone V, which has a zone factor of 0.36. This study's main objectives are to assess how well viscosity dampers reduce seismic impacts on irregular structures and to examine important structural factors such base shear, story drift, overturning moment, and shear force.
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