• Shaik ikram uddin
• Mohammed Imtiyaz Qureshi
• Mohammed khaja moinuddin

Steel structures are mostly preferred for industrial buildings due to it higher strength to Weight ratio as compare to RCC structures; therefore, the increasing demand of the industrial sheds and warehouses, pre-engineered building concept is getting famous rapidly not only in India but also all over the world that requires a long clear span of a column free space which can provide easy access and mobility within the building. The current study involve the comparative study of Pre Engineered Steel Buildings (PEB) and Conventional steel building without bracing system are the two examples, and other third, fourth and fifth example is Pre Engineered steel Building with a different bracing system is taken for the Study. Analysis of the structure is being done by sap2000 software. To evaluate the nonlinear seismic response, pushover analysis approach has been adopted; plastic hinges have been assigned to every frame element at each nodal point, based on FEMA 356 and ATC-40. Following parameters have been considered for evaluating the response such as Mode shapes and their time period, Hinge status, ADRS (Acceleration demand response spectrum) curves for evaluating performance points.

PEB frames, CSB frames, Tapered sections, Steel tube, IS Standard, SAP2ooo.

"PERFORMANCE EVALUTION OF PEB LARGE SPAN INDUSTRIAL SHEDS BY NON LINEAR STATIC APPORACH STRENGTHEN BY BRACINGS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 11, page no.643-649, November-2020, Available :http://www.jetir.org/papers/JETIR2011376.pdf

"PERFORMANCE EVALUTION OF PEB LARGE SPAN INDUSTRIAL SHEDS BY NON LINEAR STATIC APPORACH STRENGTHEN BY BRACINGS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 11, page no. pp643-649, November-2020, Available at : http://www.jetir.org/papers/JETIR2011376.pdf