A Review on Comparative Analysis of Seismic Performance: Framed Tube Structures versus Shear Walls in Reinforced Concrete Buildings of Varying Heights
Sourabh Sanjay Sutar, Rahul Patil
Seismic, framed tube structure, shear wall, response spectrum, lateral load resistance, ETAB.
In this study, compares the seismic behavior of reinforced concrete (RC) structure with framed tube structure and shear wall for different stories. The aim of this research is to evaluate the performance of these structural systems under effect of seismic and wind loads using the structural ETABS software. The implications of these findings are that the framed tube structure can be a suitable alternative for high-rise buildings in seismic zones. The main conclusions and recommendations of this research are that the framed tube structure should be designed with adequate stiffness and strength to avoid excessive deformation and failure, and that further studies are needed to investigate the effect of different parameters such as soil-structure interaction, material properties and loading patterns on the seismic behavior of these structures. For the analysis purpose the building of different stories taken. Storey displacements were evaluated for both lateral load resisting systems. The analysis of structure by using Response Spectrum Method. The results show that the framed tube structure has better seismic resistance than the shear wall in terms of displacement, drift ratio, base shear and ductility of the structure.
Article Details
Unique Paper ID: 160879

Publication Volume & Issue: Volume 10, Issue 1

Page(s): 20 - 23
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