SEISMIC PERFORMANCE ASSESSMENT OF BRACED AND DAMPED STEEL STRUCTURES

Authors

  • Nangunoori Sandhya Rani Author
  • B. Naresh Author

DOI:

https://doi.org/10.5281/zenodo.18016102

Keywords:

Earthquake, story drift, story shear, story moment, building torsion, time period, model stiffness.

Abstract

Buildings may be higher protected against earthquakes if they may be constructed to face up to such natural screw ups. Although it's miles not possible to construct a building with a purpose to be completely safe towards earthquakes, earthquake-resistant production pursuits to create buildings which can be extra resilient to seismic pastime. Structures ought to be designed to face up to the maximum importance earthquake that is possibly to arise at their web site based on a given possibility on the way to comply with building requirements. Thus, inside the case of rare earthquakes, it's miles vital to avoid constructing collapse if you want to minimise casualties, and in the case of greater common earthquakes, it's far similarly critical to restrict the lack of functioning. Currently, earthquake resistant structures are generally designed using steel bracings or shear wall structures. These techniques are easy to put in, lessen deflection and shear, and are usually used in earthquake resistant construction. In this study, we examine those two structures with trendy constructing practices in excessive seismic zones. In this research, a G+20 storey metallic constructing is modelled the usage of ETABS software and analysed in push over evaluation in Zone IV condition. The design of earthquake resistant systems is then compared to 3 varieties of homes: general, steel bracings, and dampers. Story waft, tale shear, story second, building torsion, term, and model stiffness have been a number of the metrics assessed across the three constructing models: popular, bracings, and dampers

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Published

22-12-2025

How to Cite

SEISMIC PERFORMANCE ASSESSMENT OF BRACED AND DAMPED STEEL STRUCTURES. (2025). International Journal of Engineering Research and Science & Technology, 21(4), 909-915. https://doi.org/10.5281/zenodo.18016102