• Devansh R. Kalaria
• Vimlesh V Agrawal
• Vishal B Patel

Parametric study of diagrid structure has been carried out by analyzing and designing 40 storey diagrid structure having variation in parameters like angle of diagrid, cross sectional shape of diagrid and column placed at different position. The plan area considered was 24m * 24m (aspect ratio equals to 5). The parameters nominated for evaluation are 3 different angle i.e. 45 degree, 63.43 degree and 78.69 degree. The second parameter considered was 4 different cross sectional shape i.e. I section, box section, tube section and composite section made up of tube section having concrete as an infill material. And the last parameter considered was the 3 different position of column i.e. no column placed on the periphery, column placed at the corner of the plan and column placed at the center of the external edge. Finally the results generated due to the variation of the above parameters were compared in terms of maximum top storey displacement, storey drift and base shear.

Parametric Study, I section, Box section, Tube section, Composite section, 45 degree, 63.43 degree, 78.69 degree, column position 1 N.A., column position 2 corner, column position 3 center.

"Parametric Study of Diagrid Structures Subjected to Seismic Forces", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.146-153, April-2019, Available :http://www.jetir.org/papers/JETIR1904H30.pdf

"Parametric Study of Diagrid Structures Subjected to Seismic Forces", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp146-153, April-2019, Available at : http://www.jetir.org/papers/JETIR1904H30.pdf