Author : Ashwani Bhaskar 1
Date of Publication :14th May 2018
Abstract: The effect of different parameters has been considered in present studyhaving constant link length and different link length along the story height. The current study deals with the eccentrically Braced Steel Frames (EBF). In the present study eccentricbraced steel frames are used with constant link length and decreasing link lengthfor 7 STORY, 14 STORY AND 21 story. The building is a 7 STORY, 14 STORY AND 21 story building with bracings provided at the corners. Various parameters such as Maximum story drift, Stiffness are calculated for each floor using pushover analysis with the help of ETABS. In this research the story drift and stiffness of constant link length and variable link length along the story height in eccentric braced frames are compared.The aim of this research is to find the most effective arrangement amongst the models generated.
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