• SOUBHAGYA M MUDIGOUDAR
• Dr.D.K Kulkarni

India is divided into four seismic zones, and about 60% of land area under zone 3,4 and 5.Severe earthquake being destructive can causes significant structural damage or even collapse. In last decade, four devastating earthquake have been occurred in India, and low mild intensities earthquake are shaking our land frequently. Since many building suffered great damage or collapsed. To evaluate the performance of steel framed building under future expected earthquake, a non-linear static pushover analysis has been conducted. To achieve this objective G+15 story structure with and without bracings of two steel models have been analyzed using staad pro v8i software. There are n number of possibilities to arrange bracing, we are using X Type of bracing. Compare the results parameters time period, story drift, base shear, target displacement and capacity curve for this with bracing model and without bracing model. The result obtained from the study show that structure with bracing have been more strength, stiffness, stability and increase the base shear capacity of the structure, decrease the displacement of the structure, than without bracing model.

Steel structure with and without bracing system ,dynamic analysis, Response spectrum method, pushover analysis time period story drift base shear target displacement capacity curve

"PUSHOVER ANALYSIS OF HIGH RISE BUILDING WITH AND WITHOUT BRACING", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 10, page no.f336-f342, October-2023, Available :http://www.jetir.org/papers/JETIR2310440.pdf

"PUSHOVER ANALYSIS OF HIGH RISE BUILDING WITH AND WITHOUT BRACING", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 10, page no. ppf336-f342, October-2023, Available at : http://www.jetir.org/papers/JETIR2310440.pdf