Paper Contents
Abstract
Floating columns are a structural design feature commonly used to create open spaces in modern multi-story buildings. However, their presence introduces discontinuities in the load transfer path, potentially compromising structural stability during seismic events. This study investigates the static and dynamic performance of RCC framed structures with and without floating columns, using STAAD.Pro for seismic analysis. Five-story and ten-story building models located in seismic Zone IV were analyzed to evaluate parameters such as displacement, storey drift, base shear, and buckling behavior. Results reveal that structures with floating columns experience higher displacements and storey drifts, emphasizing their vulnerability in seismic zones. The findings highlight the need for careful design and strategic placement of floating columns to enhance structural resilience.
Copyright
Copyright © 2024 Azad Alam. This is an open access article distributed under the Creative Commons Attribution License.
