Innovative Brace Damper System for Mitigating Seismic Response in High-Rise Steel Structures

Author(s)	Dwaitha Jagadish, Sunjay Mishra, Niraj Ray, Gaurav Yadav, Sonangkita Adhikari
Country	India
Abstract	This study investigates the seismic response of a G+14 steel frame building with composite columns using fluid viscous dampers. The effectiveness of these dampers is assessed through analysis employing the Equivalent Static Method, Response Spectrum Method, and Time History Analysis in ETABS. Results indicate a significant 40–60% reduction in displacement and storey drift, underscoring the efficacy of fluid viscous dampers in enhancing structural resilience. This research underscores the importance of innovative damping systems in mitigating seismic risks in tall steel buildings.
Keywords	Fluid Viscous Dampers, Response Spectrum, Time History, Storey Shear, Storey Drift, Displacement
Field	Engineering
Published In	Volume 6, Issue 3, May-June 2024
Published On	2024-05-09
Cite This	Innovative Brace Damper System for Mitigating Seismic Response in High-Rise Steel Structures - Dwaitha Jagadish, Sunjay Mishra, Niraj Ray, Gaurav Yadav, Sonangkita Adhikari - IJFMR Volume 6, Issue 3, May-June 2024. DOI 10.36948/ijfmr.2024.v06i03.19716
DOI	https://doi.org/10.36948/ijfmr.2024.v06i03.19716
Short DOI	https://doi.org/gttvfx

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