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The present study focuses on the effect of different aspect ratios i.e. H/B ratio, where H is the total height of the building frame and B is the base width of the building frame, on the seismic performance of the steel frame structures. Here, height of the building is kept constant and the base width is varied. In the present study, seven different aspect ratios ranging from 1.0 to 3.75 have been considered for the ten storey steel frame building with concentric bracing i.e. X bracing and without bracing s

Author

ijsret

Language

EN