Authors : Mr. Nikhil Shingade, Mr. Nikhil Pitale
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Abstract – Now a days steel bracing are major and important part of the RCC as well as steel Structure. In any high rise structure to reduce displacement and modal time bracing are use. It play imp role to make structure stable from wind force and seismic force. In this present study concentric bracing are use on high rise steel structure and seismic effect of bracing system is studied using IS 1893:2016. Seismic analysis has been conducted to evaluate the effect of different bracing at different arrangement in high rise steel structure. Analysis is carried on X bracing, diagonal bracing, inverted V bracing and V bracing For this study G+15 high rise steel structure is mode by using IS 800:2007on ETABS 2016. Seismic zone is III and soil is medium soil with response reduction factor is 5
